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BUILDING JACKET_11 DODGE STREET_3/4/2021 6:39:00 PM_AGGREGATE_FILE rrtm• . CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,3RD FLOOR TEL: 978-745-9595 KIMBERLEY DRISCOLL FAX: 978-740-9846 MAYOR THOMAS ST.PIERRE DIRECTOR OF PUBLIC PROPERTIES/BUILDING COMMISSIONER February 20, 2020 11 Dodge Street Salem Ma. 01970 To Whom It May Concern I am granting early start times at 11 Dodge Street to place concrete The start time will be 4:30 am on the 2 Dates listed . 2/21/20 2/24/20 -titf Stephen Cummings Local Building Inspector (978)-619-5643 GEOPIEFt Geopier Foundation Company "�" 8 s 165 Taylor Road Colchester,CT 06415 Tel:(860)531-9137 Cell:(860)373-3542 www.geopier.com September 17,2018 GNE-00998 Jason Blois Opechee Construction Corporation I l Corporate Drive Belmont,NH 03220 Subject: Geopier Modulus Test Results Washington at Dodge, Salem,MA Dear Jason: This letter transmits the results of our Geopier" modulus test performed at the above referenced project. The test pier was conducted centered between piers 253 and 254, closest to boring B-107. Test pier installation characteristics are as follows: Ground Surface Elevation: El 15.0 Top of pier depth below grade: 2.5 ft. Pier shaft length: 15.5 ft. Pier diameter: 25.0 in.average diameter Number of lifts of 3/4"stone: 18 lifts,total 61.8 CF Shaft Construction: Pull 47 Push 3' Ramming Pressure: 180 bars Static,Approximately 140 bars dynamic Bottom Stabilization Test results 1/8-in.at 16 ft. A test pier installation log and plot of the test results are attached to this letter. The test results indicate a top of pier deflection of 0.315 in. and a bottom of pier deflection of 0.031 at the design top-of-Geopier stress of 19.75 ksf. In addition, test data indicates a Geopier Stiffness Modulus (Kg) of 435 Pei, which exceeds the design Geopier Stiffness Modulus of 175 pci and thereby indicates acceptable results. As a result of this test, the piers that have been constructed for the project using the materials and construction procedures that were used to construct the successful test pier are satisfactory pending review and approval of Quality Control Records to be submitted shortly. In the meantime, please do not hesitate to contact us if you have any further questions. Sincerely, GEOPIER FOUNDATION COMPANY Benjamin M.Cote, PE Region Engineer Attachment: TP-01 Modulus Test Results cc: Scott Smith(McPhail Associates,LLC)—via email Mike Pockoski(Geopier Foundation Co.)—via email GEOPIEW --- - - --- - - — - -- - Geopier Foundation Company Tel�� 165 Taylor Road Colchester,CT 06415 Tel:(860)531-9137 Cell:(860)373-3542 www.geopier.com September 17,2018 GNE-00998 Jason Blais Opechee Construction Corporation 11 Corporate Drive Belmont,NH 03220 Subject: Geopier Quality Control Records Washington at Dodge, Salem,MA Dear Jason: This letter transmits our field Quality Control Records for Geopier elements installed at the above referenced project.Design documents and modulus test data have been forwarded to you previously. These data indicate that the Geopier elements constructed for the project have been constructed in general accordance with the requirements included in our Geopier Design submittal, and in a manner consistent with the materials and procedures that were used to construct the test pier that was tested and found to verify the assumptions upon which the Geopier Design submittal was based. Please note that in accordance with the requirements included in our Geopier Design Submittal, the following information must be submitted to us for our information,review and files: 1. Confirmation from the Geotechnical Representative that all foundation excavation, subgrade preparation, and subsequent backfill placement was completed in general accordance with the requirements included in the Geopier Design submittal and other applicable project specification requirements. Upon receipt of this information, Helical Drilling, Inc. and the Geopier Foundation Company can accept the responsibility for the performance of the ground support system to be consistent with the design criteria upon which the Geopier Design Submittal was prepared. As such, we encourage you to provide this outstanding information to us as soon as possible. Please don't hesitate to contact us if you have any questions or need further clarifications. Thank you again for inviting us to work with you on the project. Sincerely, GEOPIER FOUNDATION COMPANY 64— Benjamin M. 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JACKSON BOARD OF ASSESSORS ROBERT F. MILLERICK RICHARD W. JAGOLTA, JR, TINA ZELANO October 1, 2020 Ilene Simons City Clerk City Hall Salem, MA 01970 Dear Ms. Simons: RE: new buildings located in a range of numbers of 221-251 Washington Street and 11 Dodge Street— despite being connected we have 2 cards to separate out the hotel from the remaining units. Map 34 Lot 0406 Please be advised that there will be additional addresses for the commercial spaces due to the combination of 4 lots. Card 1 is the retail stores on the first level and residential on the upper levels. On the residential address front, we have 56 residential units which are as follows: All at 231 Washington Street with separate units numbers below: 302 401 409 501 509 601 609 304 402 410 502 510 602 610 305 403 411 503 511 603 611 306 404 412 504 512 604 612 310 405 413 505 513 605 613 312 406 414 506 514 606 614 314 407 415 507 515 607 615 316 408 416 508 516 608 616 Commercial units: 221, 223, 225 and 227 Washington Street Card 2 is The Hampton Hotel is located at 11 Dodge Street Ve truly yours, Deborah Jackson Director of Assessing Cc: Postmaster Chief Jerry Guinta, Fire Dept. Eric Duffy, Water Dept. Thomas St.Pierre, Building Inspector Captain Dennis King, Police Dept. 911 Officer John Giardi , Electrical Paul Nutting MassGIS notify911address@state.ma.us -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018Compressive Strength Report - Concrete Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 40CUBIC YARDS: SET 1 LOCATION:Footing: Line 1 at A.4 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M723 4.00 x 8.00 12.57 Good 10/02/18 10/09/18 7 28,000 2,230 1 M724 4 x 8 12.57 Good 10/02/18 10/16/18 14 M725 4 x 8 12.57 Good 10/02/18 10/30/18 28 M726 4 x 8 12.57 Good 10/02/18 10/30/18 28 M727 4 x 8 12.57 Good 10/02/18 10/30/18 28 Slump (in.)5 Air Temp. (F.)55 Conc Temp (F)67 Truck No.1861 Ticket No.9758 Time 9:30 Unit Wt lbs/cu ft Air Content (%)5.9 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Matthew Hannigan No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018Compressive Strength Report - Concrete Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018Compressive Strength Report - Concrete Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate FIELD SUMMARY REPORT Total Pour:Footing: Line A.4-C Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018Compressive Strength Report - Concrete Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 40CUBIC YARDS: SET 1 LOCATION:Footing: Line 1 at A.4 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M723 4.00 x 8.00 12.57 Good 10/02/18 10/09/18 7 28,000 2,230 1 M724 4.00 x 8.00 12.57 Good 10/02/18 10/16/18 14 40,000 3,180 1 M725 4 x 8 12.57 Good 10/02/18 10/30/18 28 M726 4 x 8 12.57 Good 10/02/18 10/30/18 28 M727 4 x 8 12.57 Good 10/02/18 10/30/18 28 Slump (in.)5 Air Temp. (F.)55 Conc Temp (F)67 Truck No.1861 Ticket No.9758 Time 9:30 Unit Wt lbs/cu ft Air Content (%)5.9 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Matthew Hannigan No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018Compressive Strength Report - Concrete Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018Compressive Strength Report - Concrete Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate FIELD SUMMARY REPORT Total Pour:Footing: Line A.4-C Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018Compressive Strength Report - Concrete Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 40CUBIC YARDS: SET 1 LOCATION:Footing: Line 1 at A.4 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M723 4.00 x 8.00 12.57 Good 10/02/18 10/09/18 7 28,000 2,230 1 M724 4.00 x 8.00 12.57 Good 10/02/18 10/16/18 14 40,000 3,180 1 M725 4.00 x 8.00 12.57 Good 10/02/18 10/30/18 28 51,000 4,060 1 M726 4.00 x 8.00 12.57 Good 10/02/18 10/30/18 28 53,500 4,260 2 M727 4.00 x 8.00 12.57 Good 10/02/18 10/30/18 28 53,000 4,220 1 Slump (in.)5 Air Temp. (F.)55 Conc Temp (F)67 Truck No.1861 Ticket No.9758 Time 9:30 Unit Wt lbs/cu ft Air Content (%)5.9 GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Matthew Hannigan No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018Compressive Strength Report - Concrete Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018Compressive Strength Report - Concrete Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate FIELD SUMMARY REPORT Total Pour:Footing: Line A.4-C Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-02-2018 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-03-2018Concrete Field Report Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 10/02/2018 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Michael Doucette No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Concrete Plant Report Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan - Wakefield plant CLASS CONCRETE:3000# 3/8" L/W*CUBIC YARDS:243 Dry Unit of Weights Quantity Measure Materials Description Cement 600 lbs./cu.yd.Brand Name LaFarge, type II Fine Aggregate 1400 lbs./cu.yd.Source Hefferon - Wilmington, MA Coarse Aggregate 820 lbs./cu.yd.Source Norlite - NY - 3/8" lightweight Admixture 1.3 ozs./cu.yd.Brand Name W.R. Grace - Darex II Admixture 33 ozs./cu.yd.Brand Name W.R. Grace - Daracem-55 (MRWR) Water 30.2 gals/cu.yd.Source Town of Wakefield Result PLANT GRADATIONSDescription SAND COARSE AGGREGATEMoisture in Sand (%)3.8 Moisture in Coarse Aggregate (%)13 F. M.2.79 F. M.5.59 ProbeNumber of Determinations Sieve Size % Passing Sieve Size % Passing YesWeights Adjusted to Compensate for Moisture #200 #8 3.0 OKSand Colormetric Test #100 4.0 #4 38.0 #50 20.0 3/8"100.0 #30 43.0 1/2"100.0 #16 67.0 3/4"100.0 #8 88.0 1"100.0 #4 99.0 1 1/2" GENERAL REMARKS:*pump with MRWR. Inspector Premium Travel Name Time Hours Time J. Viera No Min Day .5 Hr(s) REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-06-2019IFC FIRESTOPPING INSPECTION Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME:11:30 AM CONTACT:Jeff Daignault SUMMARY: Attached is the IFC firestopping inspection report prepared by UTS inspector Eric McFadden for the above project. GENERAL REMARKS:IFC Firestopping Inspection Inspector Premium Travel Name Time Hours Time Eric McFadden No 4.00 .5 Hr(s) REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings UTS of Massachusetts, Inc. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-06-2019 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-06-2019 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-06-2019 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-06-2019 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-06-2019 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 7 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-06-2019 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 8 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-06-2019 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Reinforcing Steel Report Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault TIME OF INSPECTION:12:00 pm TIME OF CONCRETE PLACEMENT:1:00 pm SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):R-5 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: V-10 - M1 Foundation wall REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )X X X X X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mark Geraci No Max Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Reinforcing Steel Report Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-25-2019Steel Inspection Report Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME:11:30 AM CONTACT:Jeff Daigneault SUMMARY: Attached is the steel inspection report prepared by UTS inspector Tom Harkins for the above project. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time T. Harkins No Min Day .5 Hr(s) REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings UTS of Massachusetts, Inc. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-25-2019 Report No.1 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-10-2020Structural Steel Inspection Report Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Jeff Daigneault, OpeecheeContacts: Description Of Details Inspected:Bolts, welds, studs, deck; Area Reviewed:Level #3: lines 7 to 27, H to W; Specification Reference Contract Drawing Reference GS3.03 05120Project Specification Reference: Shop Drawing Reference: Sketch Reference: AWS D1.1-18Code Reference: Other: Inspection Method X Visual Other: Type of Inspection: Verify:Studs/Deck Bolts/Weld Status Complete In Process Qualifications yes Material Specification yes Material Grade yes Material Type yes Size yes Length yes Surface Preparation yes Coating yes Spacing yes Quantity yes X The details in the above described area(s) were complete/in process at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Marking Method: GENERAL REMARKS:Studs and decking were complete and in compliance with contract drawings. Welds and bolts were inaccessible at the time of this inspection due to exterior walls, interior sheetrock, and fireproofing previously placed. Inspector Premium Travel Name Time Hours Time M. Morelle No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-10-2020Structural Steel Inspection Report Report No.1 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018Compressive Strength Report - Concrete Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:1 48CUBIC YARDS: SET 1 LOCATION:Footing, column line 4 at G Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H402 4.00 x 8.00 12.57 Good 11/15/18 11/22/18 7 31,000 2,470 2 H403 4.00 x 8.00 12.57 Good 11/15/18 11/29/18 14 41,000 3,260 1 H404 4.00 x 8.00 12.57 Good 11/15/18 12/13/18 28 54,500 4,340 1 H405 4.00 x 8.00 12.57 Good 11/15/18 12/13/18 28 57,500 4,570 2 H406 4.00 x 8.00 12.57 Good 11/15/18 12/13/18 28 56,000 4,460 2 Slump (in.)4 1/2 Air Temp. (F.)45 Conc Temp (F)67 Truck No.241 Ticket No.027594 Time 1:45 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR; Cylinders received on 11/20/2018. Inspector Premium Travel Name Time Hours Time Jason Clark No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018Compressive Strength Report - Concrete Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018Compressive Strength Report - Concrete Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines 4 at E-U, D3-G at 2-16 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018 Report No.10 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018Compressive Strength Report - Concrete Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:1 48CUBIC YARDS: SET 1 LOCATION:Footing, column line 4 at G Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H402 4.00 x 8.00 12.57 Good 11/15/18 11/22/18 7 31,000 2,470 2 H403 4.00 x 8.00 12.57 Good 11/15/18 11/29/18 14 41,000 3,260 1 H404 4 x 8 12.57 Good 11/15/18 12/13/18 28 H405 4 x 8 12.57 Good 11/15/18 12/13/18 28 H406 4 x 8 12.57 Good 11/15/18 12/13/18 28 Slump (in.)4 1/2 Air Temp. (F.)45 Conc Temp (F)67 Truck No.241 Ticket No.027594 Time 1:45 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR; Cylinders received on 11/20/2018. Inspector Premium Travel Name Time Hours Time Jason Clark No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018Compressive Strength Report - Concrete Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018Compressive Strength Report - Concrete Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines 4 at E-U, D3-G at 2-16 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018 Report No.10 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018Compressive Strength Report - Concrete Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:1 48CUBIC YARDS: SET 1 LOCATION:Footing, column line 4 at G Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H402 4.00 x 8.00 12.57 Good 11/15/18 11/22/18 7 31,000 2,470 2 H403 4 x 8 12.57 Good 11/15/18 11/29/18 14 H404 4 x 8 12.57 Good 11/15/18 12/13/18 28 H405 4 x 8 12.57 Good 11/15/18 12/13/18 28 H406 4 x 8 12.57 Good 11/15/18 12/13/18 28 Slump (in.)4 1/2 Air Temp. (F.)45 Conc Temp (F)67 Truck No.241 Ticket No.027594 Time 1:45 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR; Cylinders received on 11/20/2018. Inspector Premium Travel Name Time Hours Time Jason Clark No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018Compressive Strength Report - Concrete Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018Compressive Strength Report - Concrete Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines 4 at E-U, D3-G at 2-16 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-15-2018 Report No.10 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-03-2018Concrete Field Report Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 3 sets of cylinders cast on 11/30/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Alex Garcia No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Reinforcing Steel Report Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault TIME OF INSPECTION:11:00 AM TIME OF CONCRETE PLACEMENT:Unscheduled SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):R-4, R-6 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: Exterior foundation walls-elevations 1 and 3; REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )X X X X X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Ron Hanisco No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Reinforcing Steel Report Report No.10 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:3 144CUBIC YARDS: SET 1 LOCATION:Footing, column line V at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H831 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 31,000 2,470 2 H832 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 39,500 3,140 1 H833 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 51,000 4,060 3 H834 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 49,500 3,940 2 H835 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 50,500 4,020 1 Slump (in.)5 1/2 Air Temp. (F.)43 Conc Temp (F)63 Truck No.242 Ticket No.027621 Time 9:35 Unit Wt lbs/cu ft Air Content (%)5.6 SET 2 LOCATION:Footing, column line W at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H826 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 30,000 2,390 1 H827 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 38,500 3,060 2 H828 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 49,000 3,900 1 H829 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 48,000 3,820 2 H830 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 50,000 3,980 1 Slump (in.)6 Air Temp. (F.)42 Conc Temp (F)60 Truck No.231 Ticket No.027626 Time 11:00 Unit Wt lbs/cu ft Air Content (%)5.6 SET 3 LOCATION:Footing, column line X at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H926 4 x 8 12.57 Good 11/16/18 11/23/18 7 32,000 2,550 1 H927 4 x 8 12.57 Good 11/16/18 11/30/18 14 41,000 3,260 3 H928 4 x 8 12.57 Good 11/16/18 12/14/18 28 48,000 3,820 2 H929 4 x 8 12.57 Good 11/16/18 12/14/18 28 51,000 4,060 1 H930 4 x 8 12.57 Good 11/16/18 12/14/18 28 52,500 4,180 3 Slump (in.)5 Air Temp. (F.)40 Conc Temp (F)67 Truck No.254 Ticket No.027633 Time 12:10 Unit Wt lbs/cu ft Air Content (%)5.2 SET 4 LOCATION:Footing, column line Y at A Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H846 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 27,000 2,150 1 H847 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 34,500 2,740 2 H848 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 51,000 4,060 2 H849 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 50,500 4,020 1 H850 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 49,500 3,940 1 Slump (in.)5 1/2 Air Temp. (F.)40 Conc Temp (F)60 Truck No.244 Ticket No.027639 Time 1:55 Unit Wt lbs/cu ft Air Content (%)6.0 GENERAL REMARKS:*MRWR; cylinders received on 11/21/2018. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines V-Y.3 at A Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018 Report No.11 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:3 144CUBIC YARDS: SET 1 LOCATION:Footing, column line V at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H831 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 31,000 2,470 2 H832 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 39,500 3,140 1 H833 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 51,000 4,060 3 H834 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 49,500 3,940 2 H835 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 50,500 4,020 1 Slump (in.)5 1/2 Air Temp. (F.)43 Conc Temp (F)63 Truck No.242 Ticket No.027621 Time 9:35 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Footing, column line W at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H826 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 30,000 2,390 1 H827 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 38,500 3,060 2 H828 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 49,000 3,900 1 H829 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 48,000 3,820 2 H830 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 50,000 3,980 1 Slump (in.)6 Air Temp. (F.)42 Conc Temp (F)60 Truck No.231 Ticket No.027626 Time 11:00 Unit Wt lbs/cu ft Air Content (%)5.6 SET 3 LOCATION:Footing, column line X at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H846 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 32,000 2,550 1 H847 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 41,000 3,260 3 H848 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 48,000 3,820 2 H849 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 51,000 4,060 1 H850 4.00 x 8.00 12.57 Good 11/16/18 12/14/18 28 52,500 4,180 3 Slump (in.)5 Air Temp. (F.)40 Conc Temp (F)67 Truck No.254 Ticket No.027633 Time 12:10 Unit Wt lbs/cu ft Air Content (%)5.2 GENERAL REMARKS:*MRWR; cylinders received on 11/21/2018. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines V-Y.3 at A Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018 Report No.11 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:3 144CUBIC YARDS: SET 1 LOCATION:Footing, column line V at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H831 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 31,000 2,470 2 H832 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 39,500 3,140 1 H833 4 x 8 12.57 Good 11/16/18 12/14/18 28 H834 4 x 8 12.57 Good 11/16/18 12/14/18 28 H835 4 x 8 12.57 Good 11/16/18 12/14/18 28 Slump (in.)5 1/2 Air Temp. (F.)43 Conc Temp (F)63 Truck No.242 Ticket No.027621 Time 9:35 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Footing, column line W at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H826 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 30,000 2,390 1 H827 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 38,500 3,060 2 H828 4 x 8 12.57 Good 11/16/18 12/14/18 28 H829 4 x 8 12.57 Good 11/16/18 12/14/18 28 H830 4 x 8 12.57 Good 11/16/18 12/14/18 28 Slump (in.)6 Air Temp. (F.)42 Conc Temp (F)60 Truck No.231 Ticket No.027626 Time 11:00 Unit Wt lbs/cu ft Air Content (%)5.6 SET 3 LOCATION:Footing, column line X at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H846 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 32,000 2,550 1 H847 4.00 x 8.00 12.57 Good 11/16/18 11/30/18 14 41,000 3,260 3 H848 4 x 8 12.57 Good 11/16/18 12/14/18 28 H849 4 x 8 12.57 Good 11/16/18 12/14/18 28 H850 4 x 8 12.57 Good 11/16/18 12/14/18 28 Slump (in.)5 Air Temp. (F.)40 Conc Temp (F)67 Truck No.254 Ticket No.027633 Time 12:10 Unit Wt lbs/cu ft Air Content (%)5.2 GENERAL REMARKS:*MRWR; cylinders received on 11/21/2018. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines V-Y.3 at A Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018 Report No.11 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:3 144CUBIC YARDS: SET 1 LOCATION:Footing, column line V at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H831 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 31,000 2,470 2 H832 4 x 8 12.57 Good 11/16/18 11/30/18 14 H833 4 x 8 12.57 Good 11/16/18 12/14/18 28 H834 4 x 8 12.57 Good 11/16/18 12/14/18 28 H835 4 x 8 12.57 Good 11/16/18 12/14/18 28 Slump (in.)5 1/2 Air Temp. (F.)43 Conc Temp (F)63 Truck No.242 Ticket No.027621 Time 9:35 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Footing, column line W at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H826 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 30,000 2,390 1 H827 4 x 8 12.57 Good 11/16/18 11/30/18 14 H828 4 x 8 12.57 Good 11/16/18 12/14/18 28 H829 4 x 8 12.57 Good 11/16/18 12/14/18 28 H830 4 x 8 12.57 Good 11/16/18 12/14/18 28 Slump (in.)6 Air Temp. (F.)42 Conc Temp (F)60 Truck No.231 Ticket No.027626 Time 11:00 Unit Wt lbs/cu ft Air Content (%)5.6 SET 3 LOCATION:Footing, column line X at A Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H846 4.00 x 8.00 12.57 Good 11/16/18 11/23/18 7 32,000 2,550 1 H847 4 x 8 12.57 Good 11/16/18 11/30/18 14 H848 4 x 8 12.57 Good 11/16/18 12/14/18 28 H849 4 x 8 12.57 Good 11/16/18 12/14/18 28 H850 4 x 8 12.57 Good 11/16/18 12/14/18 28 Slump (in.)5 Air Temp. (F.)40 Conc Temp (F)67 Truck No.254 Ticket No.027633 Time 12:10 Unit Wt lbs/cu ft Air Content (%)5.2 GENERAL REMARKS:*MRWR; cylinders received on 11/21/2018. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Compressive Strength Report - Concrete Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines V-Y.3 at A Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018 Report No.11 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-05-2018Concrete Field Report Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 3 sets of cylinders cast on 12/4/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Alex Garcia No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Reinforcing Steel Report Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault of Opechee Construction TIME OF INSPECTION:12:45 pm TIME OF CONCRETE PLACEMENT:1:00 pm SPECIFICATION:ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS:S1.01, S2.01 REVISION NUMBER:DATED: SHOP DRAWING(S): PROJECT SPECIFICATIONS:03300 OTHER: DRAWINGS STAMPED:YES NO AREA REVIEWED: Pier Footings: column line 2.3 at 10; REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )x x x x x Clearance x Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)x Bar Supports x Bar Spacing x Bar Quantity x Placement and tying x X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Charles Lanier No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Reinforcing Steel Report Report No.11 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Compressive Strength Report - Concrete Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:2 50CUBIC YARDS: SET 1 LOCATION:Wall, column lines J16-J15 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type K254 4.00 x 8.00 12.57 Good 11/27/18 12/04/18 7 27,000 2,150 2 K255 4.00 x 8.00 12.57 Good 11/27/18 12/11/18 14 40,500 3,220 2 K256 4.00 x 8.00 12.57 Good 11/27/18 12/25/18 28 60,500 4,810 1 K257 4.00 x 8.00 12.57 Good 11/27/18 12/25/18 28 59,000 4,690 1 K258 4.00 x 8.00 12.57 Good 11/27/18 12/25/18 28 60,000 4,770 2 Slump (in.)6 1/2 Air Temp. (F.)43 Conc Temp (F)67 Truck No.253 Ticket No.161505 Time 2:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall, column lines 7.1-7.3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type K249 4.00 x 8.00 12.57 Good 11/27/18 12/04/18 7 25,000 1,990 1 K250 4.00 x 8.00 12.57 Good 11/27/18 12/11/18 14 34,500 2,740 2 K251 4.00 x 8.00 12.57 Good 11/27/18 12/25/18 28 46,500 3,700 1 K252 4.00 x 8.00 12.57 Good 11/27/18 12/25/18 28 50,000 3,980 2 K253 4.00 x 8.00 12.57 Good 11/27/18 12/25/18 28 46,000 3,660 2 Slump (in.)6 1/2 Air Temp. (F.)43 Conc Temp (F)68 Truck No.236 Ticket No.7783 Time 3:51 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 11/28/2018; Same day call in. Inspector Premium Travel Name Time Hours Time Chris King No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Compressive Strength Report - Concrete Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Compressive Strength Report - Concrete Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, column line J16-J15, 7.1-7.3 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 1/2 - 6 1/2 Number of slumps out of specification reported to If rejected Approved by Remarks:Ticket numbers on batch slips had duplicate numbers, the superintendent was notified. UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018 Report No.12 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Compressive Strength Report - Concrete Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:2 50CUBIC YARDS: SET 1 LOCATION:Wall, column lines J16-J15 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type K254 4.00 x 8.00 12.57 Good 11/27/18 12/04/18 7 27,000 2,150 2 K255 4.00 x 8.00 12.57 Good 11/27/18 12/11/18 14 40,500 3,220 2 K256 4 x 8 12.57 Good 11/27/18 12/25/18 28 K257 4 x 8 12.57 Good 11/27/18 12/25/18 28 K258 4 x 8 12.57 Good 11/27/18 12/25/18 28 Slump (in.)6 1/2 Air Temp. (F.)43 Conc Temp (F)67 Truck No.253 Ticket No.161505 Time 2:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall, column lines 7.1-7.3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type K249 4.00 x 8.00 12.57 Good 11/27/18 12/04/18 7 25,000 1,990 1 K250 4.00 x 8.00 12.57 Good 11/27/18 12/11/18 14 34,500 2,740 2 K251 4 x 8 12.57 Good 11/27/18 12/25/18 28 K252 4 x 8 12.57 Good 11/27/18 12/25/18 28 K253 4 x 8 12.57 Good 11/27/18 12/25/18 28 Slump (in.)6 1/2 Air Temp. (F.)43 Conc Temp (F)68 Truck No.236 Ticket No.7783 Time 3:51 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 11/28/2018; Same day call in. Inspector Premium Travel Name Time Hours Time Chris King No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Compressive Strength Report - Concrete Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Compressive Strength Report - Concrete Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, column line J16-J15, 7.1-7.3 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 1/2 - 6 1/2 Number of slumps out of specification reported to If rejected Approved by Remarks:Ticket numbers on batch slips had duplicate numbers, the superintendent was notified. UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018 Report No.12 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Compressive Strength Report - Concrete Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:2 50CUBIC YARDS: SET 1 LOCATION:Wall, column lines J16-J15 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type K254 4.00 x 8.00 12.57 Good 11/27/18 12/04/18 7 27,000 2,150 2 K255 4 x 8 12.57 Good 11/27/18 12/11/18 14 K256 4 x 8 12.57 Good 11/27/18 12/25/18 28 K257 4 x 8 12.57 Good 11/27/18 12/25/18 28 K258 4 x 8 12.57 Good 11/27/18 12/25/18 28 Slump (in.)6 1/2 Air Temp. (F.)43 Conc Temp (F)67 Truck No.253 Ticket No.161505 Time 2:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall, column lines 7.1-7.3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type K249 4.00 x 8.00 12.57 Good 11/27/18 12/04/18 7 25,000 1,990 1 K250 4 x 8 12.57 Good 11/27/18 12/11/18 14 K251 4 x 8 12.57 Good 11/27/18 12/25/18 28 K252 4 x 8 12.57 Good 11/27/18 12/25/18 28 K253 4 x 8 12.57 Good 11/27/18 12/25/18 28 Slump (in.)6 1/2 Air Temp. (F.)43 Conc Temp (F)68 Truck No.236 Ticket No.7783 Time 3:51 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 11/28/2018; Same day call in. Inspector Premium Travel Name Time Hours Time Chris King No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Compressive Strength Report - Concrete Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Compressive Strength Report - Concrete Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, column line J16-J15, 7.1-7.3 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 1/2 - 6 1/2 Number of slumps out of specification reported to If rejected Approved by Remarks:Ticket numbers on batch slips had duplicate numbers, the superintendent was notified. UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018 Report No.12 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-10-2018Concrete Field Report Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 3 sets of cylinders cast on 12/7/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Sam Ally No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Reinforcing Steel Report Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault/Jason Blaise TIME OF INSPECTION:11:00 AM TIME OF CONCRETE PLACEMENT:12:00 PM SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):R-7, rev. #1, dated 08/24/2018 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: Footing, column lines 34-41; Pier, column lines F16-F28 REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )X X X X X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Reinforcing Steel Report Report No.12 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Inspector Premium Travel Name Time Hours Time Marquisse Silva No Min Day .5 Hr(s) REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-20-2018Compressive Strength Report - Concrete Report No.13 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:2 44CUBIC YARDS: SET 1 LOCATION:Footing: Line I at 17-20 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type I235 4.00 x 8.00 12.57 Good 11/20/18 11/27/18 7 31,000 2,470 2 I236 4.00 x 8.00 12.57 Good 11/20/18 12/04/18 14 38,500 3,060 2 I237 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 43,000 3,420 1 I238 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 46,000 3,660 2 I239 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 45,000 3,580 2 Slump (in.)5 Air Temp. (F.)39 Conc Temp (F)70 Truck No.250 Ticket No.7730 Time 11:45 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Footing: Line I at 27-30 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type I240 4.00 x 8.00 12.57 Good 11/20/18 11/27/18 7 28,000 2,230 1 I241 4.00 x 8.00 12.57 Good 11/20/18 12/04/18 14 34,000 2,700 1 I242 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 42,000 3,340 2 I243 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 43,500 3,460 2 I244 4.00 x 8.00 12.57 Good 11/20/18 12/18/18 28 45,000 3,580 1 Slump (in.)5 Air Temp. (F.)39 Conc Temp (F)63 Truck No.239 Ticket No.7736 Time 2:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR. Cylinders received on 11-26-18. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-20-2018Compressive Strength Report - Concrete Report No.13 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-20-2018Compressive Strength Report - Concrete Report No.13 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footings: Line I at 17 to 39 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-20-2018 Report No.13 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-20-2018Compressive Strength Report - Concrete Report No.13 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:2 44CUBIC YARDS: SET 1 LOCATION:Footing: Line I at 17-20 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type I235 4.00 x 8.00 12.57 Good 11/20/18 11/27/18 7 31,000 2,470 2 I236 4.00 x 8.00 12.57 Good 11/20/18 12/04/18 14 38,500 3,060 2 I237 4 x 8 12.57 Good 11/20/18 12/18/18 28 I238 4 x 8 12.57 Good 11/20/18 12/18/18 28 I239 4 x 8 12.57 Good 11/20/18 12/18/18 28 Slump (in.)5 Air Temp. (F.)39 Conc Temp (F)70 Truck No.250 Ticket No.7730 Time 11:45 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Footing: Line I at 27-30 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type I240 4.00 x 8.00 12.57 Good 11/20/18 11/27/18 7 28,000 2,230 1 I241 4.00 x 8.00 12.57 Good 11/20/18 12/04/18 14 34,000 2,700 1 I242 4 x 8 12.57 Good 11/20/18 12/18/18 28 I243 4 x 8 12.57 Good 11/20/18 12/18/18 28 I244 4 x 8 12.57 Good 11/20/18 12/18/18 28 Slump (in.)5 Air Temp. (F.)39 Conc Temp (F)63 Truck No.239 Ticket No.7736 Time 2:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR. Cylinders received on 11-26-18. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-20-2018Compressive Strength Report - Concrete Report No.13 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-20-2018Compressive Strength Report - Concrete Report No.13 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footings: Line I at 17 to 39 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-20-2018 Report No.13 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-28-2018Concrete Field Report Report No.13 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 11/27/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Jordan Foster No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Reinforcing Steel Report Report No.13 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault TIME OF INSPECTION:12:00PM TIME OF CONCRETE PLACEMENT:1:00PM SPECIFICATION:ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S): PROJECT SPECIFICATIONS:03300 OTHER: xDRAWINGS STAMPED:YES NO AREA REVIEWED: Wall: Column Line X.1-32 at X.1-41 Footing: Column Line X.1-42 at 2.5-51 REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )x x x x x Clearance x Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)x Bar Supports x Bar Spacing x Bar Quantity x Placement and tying x X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Chris King No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Reinforcing Steel Report Report No.13 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:3 88CUBIC YARDS: SET 1 LOCATION:Wall: Line Y.3 at 39.5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L853 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 21,000 1,670 1 L854 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 34,500 2,740 2 L855 4.00 x 8.00 12.57 Good 11/30/18 12/14/18 14 40,500 3,220 2 L856 4.00 x 8.00 12.57 Good 11/30/18 12/28/18 28 51,500 4,100 1 L857 4.00 x 8.00 12.57 Good 11/30/18 12/28/18 28 48,500 3,860 2 L858 4.00 x 8.00 12.57 Good 11/30/18 12/28/18 28 52,000 4,140 1 Slump (in.)5 Air Temp. (F.)45 Conc Temp (F)71 Truck No.249 Ticket No.0742 Time 1:45 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall: Line 44 at X.1 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L847 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 18,500 1,470 2 L848 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 33,500 2,670 1 L849 4.00 x 8.00 12.57 Good 11/30/18 12/14/18 14 39,500 3,140 2 L850 4.00 x 8.00 12.57 Good 11/30/18 12/28/18 28 51,500 4,100 2 L851 4.00 x 8.00 12.57 Good 11/30/18 12/28/18 28 51,000 4,060 1 L852 4.00 x 8.00 12.57 Good 11/30/18 12/28/18 28 48,500 3,860 2 Slump (in.)6 1/2 Air Temp. (F.)40 Conc Temp (F)69 Truck No.257 Ticket No.7851 Time 3:20 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Wall: Line X.1 at 45 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L841 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 20,000 1,590 2 L842 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 29,000 2,310 2 L843 4.00 x 8.00 12.57 Good 11/30/18 12/14/18 14 35,000 2,780 1 L844 4.00 x 8.00 12.57 Good 11/30/18 12/28/18 28 43,500 3,460 1 L845 4.00 x 8.00 12.57 Good 11/30/18 12/28/18 28 45,000 3,580 2 L846 4.00 x 8.00 12.57 Good 11/30/18 12/28/18 28 41,500 3,300 2 Slump (in.)6 Air Temp. (F.)40 Conc Temp (F)68 Truck No.255 Ticket No.7853 Time 4:15 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 12-3-18. Same day call in. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Inspector Premium Travel Name Time Hours Time Colin Begin No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Walls: Line Y.3 at 39-45, 37-39 at X.1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018 Report No.14 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:3 88CUBIC YARDS: SET 1 LOCATION:Wall: Line Y.3 at 39.5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L853 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 21,000 1,670 1 L854 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 34,500 2,740 2 L855 4.00 x 8.00 12.57 Good 11/30/18 12/14/18 14 40,500 3,220 2 L856 4 x 8 12.57 Good 11/30/18 12/28/18 28 L857 4 x 8 12.57 Good 11/30/18 12/28/18 28 L858 4 x 8 12.57 Good 11/30/18 12/28/18 28 Slump (in.)5 Air Temp. (F.)45 Conc Temp (F)71 Truck No.249 Ticket No.0742 Time 1:45 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall: Line 44 at X.1 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L847 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 18,500 1,470 2 L848 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 33,500 2,670 1 L849 4.00 x 8.00 12.57 Good 11/30/18 12/14/18 14 39,500 3,140 2 L850 4 x 8 12.57 Good 11/30/18 12/28/18 28 L851 4 x 8 12.57 Good 11/30/18 12/28/18 28 L852 4 x 8 12.57 Good 11/30/18 12/28/18 28 Slump (in.)6 1/2 Air Temp. (F.)40 Conc Temp (F)69 Truck No.257 Ticket No.7851 Time 3:20 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Wall: Line X.1 at 45 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L841 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 20,000 1,590 2 L842 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 29,000 2,310 2 L843 4.00 x 8.00 12.57 Good 11/30/18 12/14/18 14 35,000 2,780 1 L844 4 x 8 12.57 Good 11/30/18 12/28/18 28 L845 4 x 8 12.57 Good 11/30/18 12/28/18 28 L846 4 x 8 12.57 Good 11/30/18 12/28/18 28 Slump (in.)6 Air Temp. (F.)40 Conc Temp (F)68 Truck No.255 Ticket No.7853 Time 4:15 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 12-3-18. Same day call in. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Inspector Premium Travel Name Time Hours Time Colin Begin No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Walls: Line Y.3 at 39-45, 37-39 at X.1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018 Report No.14 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:3 88CUBIC YARDS: SET 1 LOCATION:Wall: Line Y.3 at 39.5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L853 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 21,000 1,670 1 L854 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 34,500 2,740 2 L855 4 x 8 12.57 Good 11/30/18 12/14/18 14 L856 4 x 8 12.57 Good 11/30/18 12/28/18 28 L857 4 x 8 12.57 Good 11/30/18 12/28/18 28 L858 4 x 8 12.57 Good 11/30/18 12/28/18 28 Slump (in.)5 Air Temp. (F.)45 Conc Temp (F)71 Truck No.249 Ticket No.0742 Time 1:45 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall: Line 44 at X.1 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L847 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 18,500 1,470 2 L848 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 33,500 2,670 1 L849 4 x 8 12.57 Good 11/30/18 12/14/18 14 L850 4 x 8 12.57 Good 11/30/18 12/28/18 28 L851 4 x 8 12.57 Good 11/30/18 12/28/18 28 L852 4 x 8 12.57 Good 11/30/18 12/28/18 28 Slump (in.)6 1/2 Air Temp. (F.)40 Conc Temp (F)69 Truck No.257 Ticket No.7851 Time 3:20 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Wall: Line X.1 at 45 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L841 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 20,000 1,590 2 L842 4.00 x 8.00 12.57 Good 11/30/18 12/07/18 7 29,000 2,310 2 L843 4 x 8 12.57 Good 11/30/18 12/14/18 14 L844 4 x 8 12.57 Good 11/30/18 12/28/18 28 L845 4 x 8 12.57 Good 11/30/18 12/28/18 28 L846 4 x 8 12.57 Good 11/30/18 12/28/18 28 Slump (in.)6 Air Temp. (F.)40 Conc Temp (F)68 Truck No.255 Ticket No.7853 Time 4:15 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 12-3-18. Same day call in. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Inspector Premium Travel Name Time Hours Time Colin Begin No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Walls: Line Y.3 at 39-45, 37-39 at X.1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018 Report No.14 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:3 88CUBIC YARDS: SET 1 LOCATION:Wall: Line Y.3 at 39.5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L853 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 21,000 1,670 1 L854 4 x 8 12.57 Good 11/30/18 12/07/18 7 L855 4 x 8 12.57 Good 11/30/18 12/14/18 14 L856 4 x 8 12.57 Good 11/30/18 12/28/18 28 L857 4 x 8 12.57 Good 11/30/18 12/28/18 28 L858 4 x 8 12.57 Good 11/30/18 12/28/18 28 Slump (in.)5 Air Temp. (F.)45 Conc Temp (F)71 Truck No.249 Ticket No.0742 Time 1:45 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall: Line 44 at X.1 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L847 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 18,500 1,470 2 L848 4 x 8 12.57 Good 11/30/18 12/07/18 7 L849 4 x 8 12.57 Good 11/30/18 12/14/18 14 L850 4 x 8 12.57 Good 11/30/18 12/28/18 28 L851 4 x 8 12.57 Good 11/30/18 12/28/18 28 L852 4 x 8 12.57 Good 11/30/18 12/28/18 28 Slump (in.)6 1/2 Air Temp. (F.)40 Conc Temp (F)69 Truck No.257 Ticket No.7851 Time 3:20 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Wall: Line X.1 at 45 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L841 4.00 x 8.00 12.57 Good 11/30/18 12/04/18 4 20,000 1,590 2 L842 4 x 8 12.57 Good 11/30/18 12/07/18 7 L843 4 x 8 12.57 Good 11/30/18 12/14/18 14 L844 4 x 8 12.57 Good 11/30/18 12/28/18 28 L845 4 x 8 12.57 Good 11/30/18 12/28/18 28 L846 4 x 8 12.57 Good 11/30/18 12/28/18 28 Slump (in.)6 Air Temp. (F.)40 Conc Temp (F)68 Truck No.255 Ticket No.7853 Time 4:15 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 12-3-18. Same day call in. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Inspector Premium Travel Name Time Hours Time Colin Begin No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018Compressive Strength Report - Concrete Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Walls: Line Y.3 at 39-45, 37-39 at X.1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-30-2018 Report No.14 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-03-2019Concrete Field Report Report No.14 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 1/2/19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Charles Lanier No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-04-2018Compressive Strength Report - Concrete Report No.15 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:3 99CUBIC YARDS: SET 1 LOCATION:Wall, column line Y.3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M921 4.00 x 8.00 12.57 Good 12/04/18 12/11/18 7 35,500 2,820 2 M922 4.00 x 8.00 12.57 Good 12/04/18 12/18/18 14 46,000 3,660 1 M923 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 55,000 4,380 1 M924 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 52,000 4,140 2 M925 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 56,000 4,460 1 Slump (in.)5 Air Temp. (F.)36 Conc Temp (F)74 Truck No.253 Ticket No.161508 Time 12:45 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall, column line Y.3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M931 4.00 x 8.00 12.57 Good 12/04/18 12/11/18 7 39,500 3,140 3 M932 4.00 x 8.00 12.57 Good 12/04/18 12/18/18 14 49,000 3,900 1 M933 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 60,500 4,810 3 M934 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 58,000 4,610 2 M935 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 57,000 4,530 1 Slump (in.)5 Air Temp. (F.)36 Conc Temp (F)68 Truck No.231 Ticket No.161508 Time 1:00 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Wall, column line Y.1 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M926 4.00 x 8.00 12.57 Good 12/04/18 12/11/18 7 37,000 2,940 1 M927 4.00 x 8.00 12.57 Good 12/04/18 12/18/18 14 48,000 3,820 2 M928 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 60,000 4,770 3 M929 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 57,000 4,530 2 M930 4.00 x 8.00 12.57 Good 12/04/18 01/01/19 28 59,000 4,690 1 Slump (in.)5 Air Temp. (F.)35 Conc Temp (F)73 Truck No.253 Ticket No.161508 Time 3:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR; Cylinders received on 12/05/2018. Inspector Premium Travel Name Time Hours Time Jordan Depina No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-04-2018Compressive Strength Report - Concrete Report No.15 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-04-2018Compressive Strength Report - Concrete Report No.15 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, column lines Y.3 35-53, Y.1 at 36-38 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-04-2018 Report No.15 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-18-2019Concrete Field Report Report No.15 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 1/16/19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time D. Lent No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Compressive Strength Report - Concrete Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:3 88CUBIC YARDS: SET 1 LOCATION:Wall: Line Z at .451 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P449 4.00 x 8.00 12.57 Good 12/07/18 12/14/18 7 26,000 2,070 1 P450 4.00 x 8.00 12.57 Good 12/07/18 12/21/18 14 34,500 2,740 1 P451 4.00 x 8.00 12.57 Good 12/07/18 01/04/19 28 43,000 3,420 2 P452 4.00 x 8.00 12.57 Good 12/07/18 01/04/19 28 46,500 3,700 2 P453 4.00 x 8.00 12.57 Good 12/07/18 01/04/19 28 43,500 3,460 1 Slump (in.)5 1/2 Air Temp. (F.)38 Conc Temp (F)62 Truck No.164 Ticket No.0431 Time 12:10 Unit Wt lbs/cu ft Air Content (%)7.0 SET 2 LOCATION:Wall: Line W at 7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P459 4.00 x 8.00 12.57 Good 12/07/18 12/14/18 7 27,000 2,150 1 P460 4.00 x 8.00 12.57 Good 12/07/18 12/21/18 14 35,500 2,820 1 P461 4.00 x 8.00 12.57 Good 12/07/18 01/04/19 28 48,000 3,820 2 P462 4.00 x 8.00 12.57 Good 12/07/18 01/04/19 28 42,000 3,340 2 P463 4.00 x 8.00 12.57 Good 12/07/18 01/04/19 28 45,000 3,580 1 Slump (in.)4 1/2 Air Temp. (F.)38 Conc Temp (F)63 Truck No.191 Ticket No.0439 Time 1:15 Unit Wt lbs/cu ft Air Content (%)6.8 SET 3 LOCATION:Wall: Line Z at 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P454 4.00 x 8.00 12.57 Good 12/07/18 12/14/18 7 28,000 2,230 2 P455 4.00 x 8.00 12.57 Good 12/07/18 12/21/18 14 36,500 2,900 2 P456 4.00 x 8.00 12.57 Good 12/07/18 01/04/19 28 46,000 3,660 1 P457 4.00 x 8.00 12.57 Good 12/07/18 01/04/19 28 48,000 3,820 3 P458 4.00 x 8.00 12.57 Good 12/07/18 01/04/19 28 49,500 3,940 3 Slump (in.)5 Air Temp. (F.)38 Conc Temp (F)60 Truck No.246 Ticket No.0445 Time 2:10 Unit Wt lbs/cu ft Air Content (%)6.5 GENERAL REMARKS:Cylinders received on 12-11-18. Inspector Premium Travel Name Time Hours Time Sam Ally No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Compressive Strength Report - Concrete Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Compressive Strength Report - Concrete Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall: Lines Z at .451 to W at 18 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneXX Other Slump Specification (in.)4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018 Report No.16 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Compressive Strength Report - Concrete Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:3 88CUBIC YARDS: SET 1 LOCATION:Wall: Line Z at .451 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P449 4.00 x 8.00 12.57 Good 12/07/18 12/14/18 7 26,000 2,070 1 P450 4.00 x 8.00 12.57 Good 12/07/18 12/21/18 14 34,500 2,740 1 P451 4 x 8 12.57 Good 12/07/18 01/04/19 28 P452 4 x 8 12.57 Good 12/07/18 01/04/19 28 P453 4 x 8 12.57 Good 12/07/18 01/04/19 28 Slump (in.)5 1/2 Air Temp. (F.)38 Conc Temp (F)62 Truck No.164 Ticket No.0431 Time 12:10 Unit Wt lbs/cu ft Air Content (%)7.0 SET 2 LOCATION:Wall: Line W at 7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P459 4.00 x 8.00 12.57 Good 12/07/18 12/14/18 7 27,000 2,150 1 P460 4.00 x 8.00 12.57 Good 12/07/18 12/21/18 14 35,500 2,820 1 P461 4 x 8 12.57 Good 12/07/18 01/04/19 28 P462 4 x 8 12.57 Good 12/07/18 01/04/19 28 P463 4 x 8 12.57 Good 12/07/18 01/04/19 28 Slump (in.)4 1/2 Air Temp. (F.)38 Conc Temp (F)63 Truck No.191 Ticket No.0439 Time 1:15 Unit Wt lbs/cu ft Air Content (%)6.8 SET 3 LOCATION:Wall: Line Z at 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P454 4.00 x 8.00 12.57 Good 12/07/18 12/14/18 7 28,000 2,230 2 P455 4.00 x 8.00 12.57 Good 12/07/18 12/21/18 14 36,500 2,900 2 P456 4 x 8 12.57 Good 12/07/18 01/04/19 28 P457 4 x 8 12.57 Good 12/07/18 01/04/19 28 P458 4 x 8 12.57 Good 12/07/18 01/04/19 28 Slump (in.)5 Air Temp. (F.)38 Conc Temp (F)60 Truck No.246 Ticket No.0445 Time 2:10 Unit Wt lbs/cu ft Air Content (%)6.5 GENERAL REMARKS:Cylinders received on 12-11-18. Inspector Premium Travel Name Time Hours Time Sam Ally No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Compressive Strength Report - Concrete Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Compressive Strength Report - Concrete Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall: Lines Z at .451 to W at 18 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneXX Other Slump Specification (in.)4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018 Report No.16 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Compressive Strength Report - Concrete Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:3 88CUBIC YARDS: SET 1 LOCATION:Wall: Line Z at .451 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P449 4.00 x 8.00 12.57 Good 12/07/18 12/14/18 7 26,000 2,070 1 P450 4 x 8 12.57 Good 12/07/18 12/21/18 14 P451 4 x 8 12.57 Good 12/07/18 01/04/19 28 P452 4 x 8 12.57 Good 12/07/18 01/04/19 28 P453 4 x 8 12.57 Good 12/07/18 01/04/19 28 Slump (in.)5 1/2 Air Temp. (F.)38 Conc Temp (F)62 Truck No.164 Ticket No.0431 Time 12:10 Unit Wt lbs/cu ft Air Content (%)7.0 SET 2 LOCATION:Wall: Line W at 7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P459 4.00 x 8.00 12.57 Good 12/07/18 12/14/18 7 27,000 2,150 1 P460 4 x 8 12.57 Good 12/07/18 12/21/18 14 P461 4 x 8 12.57 Good 12/07/18 01/04/19 28 P462 4 x 8 12.57 Good 12/07/18 01/04/19 28 P463 4 x 8 12.57 Good 12/07/18 01/04/19 28 Slump (in.)4 1/2 Air Temp. (F.)38 Conc Temp (F)63 Truck No.191 Ticket No.0439 Time 1:15 Unit Wt lbs/cu ft Air Content (%)6.8 SET 3 LOCATION:Wall: Line Z at 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P454 4.00 x 8.00 12.57 Good 12/07/18 12/14/18 7 28,000 2,230 2 P455 4 x 8 12.57 Good 12/07/18 12/21/18 14 P456 4 x 8 12.57 Good 12/07/18 01/04/19 28 P457 4 x 8 12.57 Good 12/07/18 01/04/19 28 P458 4 x 8 12.57 Good 12/07/18 01/04/19 28 Slump (in.)5 Air Temp. (F.)38 Conc Temp (F)60 Truck No.246 Ticket No.0445 Time 2:10 Unit Wt lbs/cu ft Air Content (%)6.5 GENERAL REMARKS:Cylinders received on 12-11-18. Inspector Premium Travel Name Time Hours Time Sam Ally No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Compressive Strength Report - Concrete Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018Compressive Strength Report - Concrete Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall: Lines Z at .451 to W at 18 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneXX Other Slump Specification (in.)4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-07-2018 Report No.16 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-18-2019Concrete Field Report Report No.16 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 01-16-19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Gary Plante No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Compressive Strength Report - Concrete Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 48CUBIC YARDS: SET 1 LOCATION:Pier Footing Column Line 10 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type W616 4.00 x 8.00 12.57 Good 01/02/19 01/09/19 7 38,500 3,060 1 W617 4.00 x 8.00 12.57 Good 01/02/19 01/16/19 14 45,000 3,580 1 W618 4.00 x 8.00 12.57 Good 01/02/19 01/30/19 28 48,000 3,820 2 W619 4.00 x 8.00 12.57 Good 01/02/19 01/30/19 28 49,000 3,900 1 W620 4.00 x 8.00 12.57 Good 01/02/19 01/30/19 28 52,000 4,140 2 Slump (in.)5 1/2 Air Temp. (F.)34 Conc Temp (F)61 Truck No.187 Ticket No.0911 Time 1:10 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinder Received on 1-4-19 Inspector Premium Travel Name Time Hours Time Charles Lanier No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Compressive Strength Report - Concrete Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Compressive Strength Report - Concrete Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:8 Pier Footings along Column Line 2.3, 4 Pier Footings along Column Line 10 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX OtherX Plastic Bags Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019 Report No.17 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Compressive Strength Report - Concrete Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 48CUBIC YARDS: SET 1 LOCATION:Pier Footing Column Line 10 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type W616 4.00 x 8.00 12.57 Good 01/02/19 01/09/19 7 38,500 3,060 1 W617 4.00 x 8.00 12.57 Good 01/02/19 01/16/19 14 45,000 3,580 1 W618 4 x 8 12.57 Good 01/02/19 01/30/19 28 W619 4 x 8 12.57 Good 01/02/19 01/30/19 28 W620 4 x 8 12.57 Good 01/02/19 01/30/19 28 Slump (in.)5 1/2 Air Temp. (F.)34 Conc Temp (F)61 Truck No.187 Ticket No.0911 Time 1:10 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinder Received on 1-4-19 Inspector Premium Travel Name Time Hours Time Charles Lanier No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Compressive Strength Report - Concrete Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Compressive Strength Report - Concrete Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:8 Pier Footings along Column Line 2.3, 4 Pier Footings along Column Line 10 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX OtherX Plastic Bags Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019 Report No.17 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Compressive Strength Report - Concrete Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 48CUBIC YARDS: SET 1 LOCATION:Pier Footing Column Line 10 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type W616 4.00 x 8.00 12.57 Good 01/02/19 01/09/19 7 38,500 3,060 1 W617 4 x 8 12.57 Good 01/02/19 01/16/19 14 W618 4 x 8 12.57 Good 01/02/19 01/30/19 28 W619 4 x 8 12.57 Good 01/02/19 01/30/19 28 W620 4 x 8 12.57 Good 01/02/19 01/30/19 28 Slump (in.)5 1/2 Air Temp. (F.)34 Conc Temp (F)61 Truck No.187 Ticket No.0911 Time 1:10 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinder Received on 1-4-19 Inspector Premium Travel Name Time Hours Time Charles Lanier No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Compressive Strength Report - Concrete Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019Compressive Strength Report - Concrete Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:8 Pier Footings along Column Line 2.3, 4 Pier Footings along Column Line 10 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX OtherX Plastic Bags Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-02-2019 Report No.17 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-04-2019Concrete Field Report Report No.17 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 2/1/19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Alexa Lee No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Compressive Strength Report - Concrete Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 50CUBIC YARDS: SET 1 LOCATION:Footing, column lines 34-41 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type C182 4.00 x 8.00 12.57 Good 01/16/19 01/23/19 7 32,500 2,590 1 C183 4.00 x 8.00 12.57 Good 01/16/19 01/30/19 14 45,500 3,620 2 C184 4.00 x 8.00 12.57 Good 01/16/19 02/13/19 28 57,000 4,530 1 C185 4.00 x 8.00 12.57 Good 01/16/19 02/13/19 28 56,500 4,490 2 C186 4.00 x 8.00 12.57 Good 01/16/19 02/13/19 28 58,000 4,610 1 Slump (in.)6 Air Temp. (F.)36 Conc Temp (F)61 Truck No.117 Ticket No.152072 Time 2:15 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 01/21/2019. Inspector Premium Travel Name Time Hours Time Marquisse Silva No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Compressive Strength Report - Concrete Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Compressive Strength Report - Concrete Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines 34-41; pier, column lines F16-F28 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer Field Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)5-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019 Report No.18 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Compressive Strength Report - Concrete Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 50CUBIC YARDS: SET 1 LOCATION:Footing, column lines 34-41 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type C182 4.00 x 8.00 12.57 Good 01/16/19 01/23/19 7 32,500 2,590 1 C183 4.00 x 8.00 12.57 Good 01/16/19 01/30/19 14 45,500 3,620 2 C184 4 x 8 12.57 Good 01/16/19 02/13/19 28 C185 4 x 8 12.57 Good 01/16/19 02/13/19 28 C186 4 x 8 12.57 Good 01/16/19 02/13/19 28 Slump (in.)6 Air Temp. (F.)36 Conc Temp (F)61 Truck No.117 Ticket No.152072 Time 2:15 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 01/21/2019. Inspector Premium Travel Name Time Hours Time Marquisse Silva No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Compressive Strength Report - Concrete Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Compressive Strength Report - Concrete Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines 34-41; pier, column lines F16-F28 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer Field Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)5-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019 Report No.18 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Compressive Strength Report - Concrete Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 50CUBIC YARDS: SET 1 LOCATION:Footing, column lines 34-41 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type C182 4.00 x 8.00 12.57 Good 01/16/19 01/23/19 7 32,500 2,590 1 C183 4 x 8 12.57 Good 01/16/19 01/30/19 14 C184 4 x 8 12.57 Good 01/16/19 02/13/19 28 C185 4 x 8 12.57 Good 01/16/19 02/13/19 28 C186 4 x 8 12.57 Good 01/16/19 02/13/19 28 Slump (in.)6 Air Temp. (F.)36 Conc Temp (F)61 Truck No.117 Ticket No.152072 Time 2:15 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 01/21/2019. Inspector Premium Travel Name Time Hours Time Marquisse Silva No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Compressive Strength Report - Concrete Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019Compressive Strength Report - Concrete Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines 34-41; pier, column lines F16-F28 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer Field Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)5-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-16-2019 Report No.18 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-21-2019Concrete Field Report Report No.18 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 5 sets of cylinders cast on 03-20-19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Alex Garcia No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Compressive Strength Report - Concrete Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets:1 60CUBIC YARDS: SET 1 LOCATION:Footing/Wall: Column Line X.1 at 32-41 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type F792 4.00 x 8.00 12.57 Good 02/01/19 02/08/19 7 36,500 2,900 2 F793 4.00 x 8.00 12.57 Good 02/01/19 02/15/19 14 48,000 3,820 2 F794 4.00 x 8.00 12.57 Good 02/01/19 03/01/19 28 53,000 4,220 2 F795 4.00 x 8.00 12.57 Good 02/01/19 03/01/19 28 54,000 4,300 1 F796 4.00 x 8.00 12.57 Good 02/01/19 03/01/19 28 58,500 4,650 2 Slump (in.)6 1/2 Air Temp. (F.)20 Conc Temp (F)65 Truck No.117 Ticket No.2371 Time 1:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR, 2% Non Cloride Accel Inspector Premium Travel Name Time Hours Time Chris King No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Compressive Strength Report - Concrete Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Compressive Strength Report - Concrete Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall: Column Line X.1-32 at X.1-41 Footing: Column Line X.1-42 at 2.5-51 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019 Report No.19 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Compressive Strength Report - Concrete Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets:1 60CUBIC YARDS: SET 1 LOCATION:Footing/Wall: Column Line X.1 at 32-41 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type F792 4.00 x 8.00 12.57 Good 02/01/19 02/08/19 7 36,500 2,900 2 F793 4.00 x 8.00 12.57 Good 02/01/19 02/15/19 14 48,000 3,820 2 F794 4 x 8 12.57 Good 02/01/19 03/01/19 28 F795 4 x 8 12.57 Good 02/01/19 03/01/19 28 F796 4 x 8 12.57 Good 02/01/19 03/01/19 28 Slump (in.)6 1/2 Air Temp. (F.)20 Conc Temp (F)65 Truck No.117 Ticket No.2371 Time 1:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR, 2% Non Cloride Accel Inspector Premium Travel Name Time Hours Time Chris King No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Compressive Strength Report - Concrete Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Compressive Strength Report - Concrete Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall: Column Line X.1-32 at X.1-41 Footing: Column Line X.1-42 at 2.5-51 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019 Report No.19 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Compressive Strength Report - Concrete Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets:1 60CUBIC YARDS: SET 1 LOCATION:Footing/Wall: Column Line X.1 at 32-41 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type F792 4.00 x 8.00 12.57 Good 02/01/19 02/08/19 7 36,500 2,900 2 F793 4 x 8 12.57 Good 02/01/19 02/15/19 14 F794 4 x 8 12.57 Good 02/01/19 03/01/19 28 F795 4 x 8 12.57 Good 02/01/19 03/01/19 28 F796 4 x 8 12.57 Good 02/01/19 03/01/19 28 Slump (in.)6 1/2 Air Temp. (F.)20 Conc Temp (F)65 Truck No.117 Ticket No.2371 Time 1:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR, 2% Non Cloride Accel Inspector Premium Travel Name Time Hours Time Chris King No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Compressive Strength Report - Concrete Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019Compressive Strength Report - Concrete Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall: Column Line X.1-32 at X.1-41 Footing: Column Line X.1-42 at 2.5-51 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-01-2019 Report No.19 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-08-2019Concrete Field Report Report No.19 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 6 sets of cylinders cast on 04-05-19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Frank Toughill No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Compressive Strength Report - Concrete Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 29CUBIC YARDS: SET 1 LOCATION:V-10 - M1 Foundation wall Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P076 4.00 x 8.00 12.57 Good 10/04/18 10/11/18 7 41,000 3,260 1 P077 4 x 8 12.57 Good 10/04/18 10/18/18 14 P078 4 x 8 12.57 Good 10/04/18 11/01/18 28 P079 4 x 8 12.57 Good 10/04/18 11/01/18 28 P080 4 x 8 12.57 Good 10/04/18 11/01/18 28 Slump (in.)5 1/2 Air Temp. (F.)68 Conc Temp (F)74 Truck No.1674 Ticket No.4023 Time 3:30 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Compressive Strength Report - Concrete Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Compressive Strength Report - Concrete Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate FIELD SUMMARY REPORT Total Pour:Foundation wall V-10 - M1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 1/2 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018 Report No.2 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Compressive Strength Report - Concrete Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 29CUBIC YARDS: SET 1 LOCATION:V-10 - M1 Foundation wall Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P076 4.00 x 8.00 12.57 Good 10/04/18 10/11/18 7 41,000 3,260 1 P077 4.00 x 8.00 12.57 Good 10/04/18 10/18/18 14 52,500 4,180 1 P078 4 x 8 12.57 Good 10/04/18 11/01/18 28 P079 4 x 8 12.57 Good 10/04/18 11/01/18 28 P080 4 x 8 12.57 Good 10/04/18 11/01/18 28 Slump (in.)5 1/2 Air Temp. (F.)68 Conc Temp (F)74 Truck No.1674 Ticket No.4023 Time 3:30 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Compressive Strength Report - Concrete Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Compressive Strength Report - Concrete Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate FIELD SUMMARY REPORT Total Pour:Foundation wall V-10 - M1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 1/2 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018 Report No.2 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Compressive Strength Report - Concrete Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 29CUBIC YARDS: SET 1 LOCATION:V-10 - M1 Foundation wall Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type P076 4.00 x 8.00 12.57 Good 10/04/18 10/11/18 7 41,000 3,260 1 P077 4.00 x 8.00 12.57 Good 10/04/18 10/18/18 14 52,500 4,180 1 P078 4.00 x 8.00 12.57 Good 10/04/18 11/01/18 28 63,000 5,010 1 P079 4.00 x 8.00 12.57 Good 10/04/18 11/01/18 28 59,000 4,690 2 P080 4.00 x 8.00 12.57 Good 10/04/18 11/01/18 28 61,500 4,890 1 Slump (in.)5 1/2 Air Temp. (F.)68 Conc Temp (F)74 Truck No.1674 Ticket No.4023 Time 3:30 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Compressive Strength Report - Concrete Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018Compressive Strength Report - Concrete Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.Aggregate FIELD SUMMARY REPORT Total Pour:Foundation wall V-10 - M1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 1/2 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-04-2018 Report No.2 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Concrete Field Report Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 10/4/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Alex Garcia No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019Concrete Plant Report Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan - Wakefield plant CLASS CONCRETE:3000# 3/8"*CUBIC YARDS:265 Dry Unit of Weights Quantity Measure Materials Description Cement 660 lbs./cu.yd.Brand Name LaFarge - type II Fine Aggregate 1400 lbs./cu.yd.Source Hefferon - Wilmington, MA Coarse Aggregate 820 lbs./cu.yd.Source Norlite - NY - 3/8" lightweight Admixture 1.1 ozs./cu.yd.Brand Name W.R. Grace - Darex II Admixture 33.5 ozs./cu.yd.Brand Name W.R. Grace - Daracem 55 (MRWR) Water 31.6 gals/cu.yd.Source Town of Wakefield Result PLANT GRADATIONSDescription SAND COARSE AGGREGATEMoisture in Sand (%)3.5 Moisture in Coarse Aggregate (%)18 F. M.2.68 F. M.5.63 ProbeNumber of Determinations Sieve Size % Passing Sieve Size % Passing YesWeights Adjusted to Compensate for Moisture #200 #8 2.0 OKSand Colormetric Test #100 7.0 #4 35.0 #50 23.0 3/8"100.0 #30 46.0 1/2"100.0 #16 72.0 3/4"100.0 #8 87.0 1"100.0 #4 97.0 1 1/2" GENERAL REMARKS:*lightweight, pump with MRWR. Inspector Premium Travel Name Time Hours Time J. Viera No Min Day .5 Hr(s) REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-06-2019IFC FIRESTOPPING INSPECTION Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME:3:30 PM CONTACT:Dennis Prescott SUMMARY: Attached is the IFC firestopping inspection report prepared by UTS inspector Eric McFadden for the above project. GENERAL REMARKS:IFC Firestopping Inspection Inspector Premium Travel Name Time Hours Time Eric McFadden No 4.00 .5 Hr(s) REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings UTS of Massachusetts, Inc. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-06-2019 Report No.2 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-06-2019 Report No.2 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-06-2019 Report No.2 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 12-06-2019 Report No.2 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Reinforcing Steel Report Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault TIME OF INSPECTION:1:00 pm TIME OF CONCRETE PLACEMENT:1:30 pm SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):R-5 dated 8-7-18 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: Footing - Line B-K.6 at 1-12 REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )X X X X X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Greg Quinno No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Reinforcing Steel Report Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-28-2019Steel Inspection Report Report No.2 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME:11:30 AM CONTACT:Jeff Daigneault SUMMARY: Attached is the steel inspection report prepared by UTS inspector Tom Harkins for the above project. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time T. Harkins No Min Day .5 Hr(s) REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings UTS of Massachusetts, Inc. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-28-2019 Report No.2 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 4 225CUBIC YARDS: SET 1 LOCATION:SOD: NE Corner, Level 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V987 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 42,000 3,340 1 V988 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 54,000 4,300 1 V989 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 71,000 5,650 1 V990 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 70,000 5,570 2 V991 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 74,500 5,930 1 Slump (in.)7 1/2 Air Temp. (F.)32 Conc Temp (F)62 Truck No.254 Ticket No.3660 Time 8:05 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD: SE Corner, Level 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V992 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 46,000 3,660 1 V993 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 60,000 4,770 2 V994 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 69,000 5,490 3 V995 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 71,500 5,690 2 V996 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 72,000 5,730 1 Slump (in.)7 Air Temp. (F.)34 Conc Temp (F)68 Truck No.239 Ticket No.3667 Time 8:45 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD: SW Corner, Level 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V982 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 43,500 3,460 2 V983 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 59,000 4,690 2 V984 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 69,500 5,530 1 V985 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 66,500 5,290 2 V986 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 68,000 5,410 1 Slump (in.)7 1/2 Air Temp. (F.)35 Conc Temp (F)64 Truck No.242 Ticket No.3675 Time 9:30 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD: SW Corner, Level 3 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type W001 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 45,000 3,580 2 W002 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 57,000 4,530 2 W003 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 71,500 5,690 3 W004 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 70,000 5,570 2 W005 4.00 x 8.00 12.57 Good 03/20/19 04/17/19 28 71,000 5,650 1 Slump (in.)7 Air Temp. (F.)35 Conc Temp (F)71 Truck No.255 Ticket No.3683 Time 10:30 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR, 2% Non Cloride Accel. Same Day Call In. Cylinders Received 3- 21-19 Inspector Premium Travel Name Time Hours Time Jordan Depina No Min Day .5 Hr(s) Chris King No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Hotel, Level 3 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other:Screed Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)6 (+/-) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 4 225CUBIC YARDS: SET 1 LOCATION:SOD: NE Corner, Level 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V987 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 42,000 3,340 1 V988 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 54,000 4,300 1 V989 4 x 8 12.57 Good 03/20/19 04/17/19 28 V990 4 x 8 12.57 Good 03/20/19 04/17/19 28 V991 4 x 8 12.57 Good 03/20/19 04/17/19 28 Slump (in.)7 1/2 Air Temp. (F.)32 Conc Temp (F)62 Truck No.254 Ticket No.3660 Time 8:05 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD: SE Corner, Level 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V992 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 46,000 3,660 1 V993 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 60,000 4,770 2 V994 4 x 8 12.57 Good 03/20/19 04/17/19 28 V995 4 x 8 12.57 Good 03/20/19 04/17/19 28 V996 4 x 8 12.57 Good 03/20/19 04/17/19 28 Slump (in.)7 Air Temp. (F.)34 Conc Temp (F)68 Truck No.239 Ticket No.3667 Time 8:45 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD: SW Corner, Level 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V982 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 43,500 3,460 2 V983 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 59,000 4,690 2 V984 4 x 8 12.57 Good 03/20/19 04/17/19 28 V985 4 x 8 12.57 Good 03/20/19 04/17/19 28 V986 4 x 8 12.57 Good 03/20/19 04/17/19 28 Slump (in.)7 1/2 Air Temp. (F.)35 Conc Temp (F)64 Truck No.242 Ticket No.3675 Time 9:30 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD: SW Corner, Level 3 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type W001 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 45,000 3,580 2 W002 4.00 x 8.00 12.57 Good 03/20/19 04/03/19 14 57,000 4,530 2 W003 4 x 8 12.57 Good 03/20/19 04/17/19 28 W004 4 x 8 12.57 Good 03/20/19 04/17/19 28 W005 4 x 8 12.57 Good 03/20/19 04/17/19 28 Slump (in.)7 Air Temp. (F.)35 Conc Temp (F)71 Truck No.255 Ticket No.3683 Time 10:30 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR, 2% Non Cloride Accel. Same Day Call In. Cylinders Received 3- 21-19 Inspector Premium Travel Name Time Hours Time Jordan Depina No Min Day .5 Hr(s) Chris King No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Hotel, Level 3 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other:Screed Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)6 (+/-) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 4 225CUBIC YARDS: SET 1 LOCATION:SOD: NE Corner, Level 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V987 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 42,000 3,340 1 V988 4 x 8 12.57 Good 03/20/19 04/03/19 14 V989 4 x 8 12.57 Good 03/20/19 04/17/19 28 V990 4 x 8 12.57 Good 03/20/19 04/17/19 28 V991 4 x 8 12.57 Good 03/20/19 04/17/19 28 Slump (in.)7 1/2 Air Temp. (F.)32 Conc Temp (F)62 Truck No.254 Ticket No.3660 Time 8:05 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD: SE Corner, Level 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V992 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 46,000 3,660 1 V993 4 x 8 12.57 Good 03/20/19 04/03/19 14 V994 4 x 8 12.57 Good 03/20/19 04/17/19 28 V995 4 x 8 12.57 Good 03/20/19 04/17/19 28 V996 4 x 8 12.57 Good 03/20/19 04/17/19 28 Slump (in.)7 Air Temp. (F.)34 Conc Temp (F)68 Truck No.239 Ticket No.3667 Time 8:45 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD: SW Corner, Level 3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V982 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 43,500 3,460 2 V983 4 x 8 12.57 Good 03/20/19 04/03/19 14 V984 4 x 8 12.57 Good 03/20/19 04/17/19 28 V985 4 x 8 12.57 Good 03/20/19 04/17/19 28 V986 4 x 8 12.57 Good 03/20/19 04/17/19 28 Slump (in.)7 1/2 Air Temp. (F.)35 Conc Temp (F)64 Truck No.242 Ticket No.3675 Time 9:30 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD: SW Corner, Level 3 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type W001 4.00 x 8.00 12.57 Good 03/20/19 03/27/19 7 45,000 3,580 2 W002 4 x 8 12.57 Good 03/20/19 04/03/19 14 W003 4 x 8 12.57 Good 03/20/19 04/17/19 28 W004 4 x 8 12.57 Good 03/20/19 04/17/19 28 W005 4 x 8 12.57 Good 03/20/19 04/17/19 28 Slump (in.)7 Air Temp. (F.)35 Conc Temp (F)71 Truck No.255 Ticket No.3683 Time 10:30 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR, 2% Non Cloride Accel. Same Day Call In. Cylinders Received 3- 21-19 Inspector Premium Travel Name Time Hours Time Jordan Depina No Min Day .5 Hr(s) Chris King No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 03-20-2019Compressive Strength Report - Concrete Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Hotel, Level 3 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other:Screed Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)6 (+/-) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-01-2019Concrete Field Report Report No.20 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 5 sets of cylinders cast on 04/29/19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Frank Toughill No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.21 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:2 68CUBIC YARDS: SET 1 LOCATION:SOG: Column Line 32 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type D219 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 44,500 3,540 1 D220 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 56,000 4,460 2 D221 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 62,500 4,970 1 D222 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 66,000 5,250 3 D223 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 65,500 5,210 2 Slump (in.)5 Air Temp. (F.)32 Conc Temp (F)65 Truck No.252 Ticket No.4298 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOG: Column Line Y3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type D449 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 31,500 2,510 1 D450 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 45,000 3,580 2 D451 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 54,000 4,300 1 D452 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 56,000 4,460 2 D453 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 55,000 4,380 1 Slump (in.)5 1/2 Air Temp. (F.)34 Conc Temp (F)67 Truck No.233 Ticket No.4309 Time 8:10 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR, 1% Non Cloride Accel, Polymesh Fiber. Cylinders Received 4-9-19. Early Morning Rate: 6:00-7:00AM. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.21 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.21 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Column Line 32 at Y3; Retail Shop Area Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other:Screed Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)5 (+/-) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019 Report No.21 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.21 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:2 68CUBIC YARDS: SET 1 LOCATION:SOG: Column Line 32 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type D219 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 44,500 3,540 1 D220 4 x 8 12.57 Good 04/05/19 04/19/19 14 D221 4 x 8 12.57 Good 04/05/19 05/03/19 28 D222 4 x 8 12.57 Good 04/05/19 05/03/19 28 D223 4 x 8 12.57 Good 04/05/19 05/03/19 28 Slump (in.)5 Air Temp. (F.)32 Conc Temp (F)65 Truck No.252 Ticket No.4298 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOG: Column Line Y3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type D449 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 31,500 2,510 1 D450 4 x 8 12.57 Good 04/05/19 04/19/19 14 D451 4 x 8 12.57 Good 04/05/19 05/03/19 28 D452 4 x 8 12.57 Good 04/05/19 05/03/19 28 D453 4 x 8 12.57 Good 04/05/19 05/03/19 28 Slump (in.)5 1/2 Air Temp. (F.)34 Conc Temp (F)67 Truck No.233 Ticket No.4309 Time 8:10 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR, 1% Non Cloride Accel, Polymesh Fiber. Cylinders Received 4-9-19. Early Morning Rate: 6:00-7:00AM. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.21 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.21 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Column Line 32 at Y3; Retail Shop Area Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other:Screed Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)5 (+/-) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019 Report No.21 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.22 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets:4 142CUBIC YARDS: SET 1 LOCATION:Slab at 16 Line, Back Corner Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type C909 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 37,000 2,940 1 C910 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 52,000 4,140 2 C911 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 72,500 5,770 1 C912 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 73,000 5,810 2 C913 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 74,500 5,930 1 Slump (in.)7 Air Temp. (F.)37 Conc Temp (F)63 Truck No.252 Ticket No.4324 Time 9:20 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab at 21 Line at Center Slab Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type D214 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 47,000 3,740 2 D215 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 58,000 4,610 1 D216 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 64,000 5,090 3 D217 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 62,000 4,930 2 D218 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 65,000 5,170 1 Slump (in.)7 Air Temp. (F.)39 Conc Temp (F)70 Truck No.187 Ticket No.4342 Time 10:35 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Slab at 25 Line Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type C914 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 36,000 2,860 3 C915 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 49,000 3,900 2 C916 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 66,000 5,250 1 C917 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 64,000 5,090 2 C918 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 63,000 5,010 1 Slump (in.)6 1/2 Air Temp. (F.)40 Conc Temp (F)66 Truck No.249 Ticket No.4365 Time 12:00 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:Slab at 29 Line, Front Corner Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.22 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type C919 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 35,000 2,780 2 C920 4.00 x 8.00 12.57 Good 04/05/19 04/19/19 14 48,500 3,860 1 C921 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 74,000 5,890 1 C922 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 71,000 5,650 3 C923 4.00 x 8.00 12.57 Good 04/05/19 05/03/19 28 71,500 5,690 2 Slump (in.)7 Air Temp. (F.)41 Conc Temp (F)71 Truck No.241 Ticket No.4375 Time 12:55 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR, 1% Non Cloride Accel. Cylinders Received 4-8-19 Inspector Premium Travel Name Time Hours Time Jordan Depina No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.22 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.22 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Line 16 to 29, Level 32 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 (+/-) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019 Report No.22 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.22 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets:4 142CUBIC YARDS: SET 1 LOCATION:Slab at 16 Line, Back Corner Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type C909 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 37,000 2,940 1 C910 4 x 8 12.57 Good 04/05/19 04/19/19 14 C911 4 x 8 12.57 Good 04/05/19 05/03/19 28 C912 4 x 8 12.57 Good 04/05/19 05/03/19 28 C913 4 x 8 12.57 Good 04/05/19 05/03/19 28 Slump (in.)7 Air Temp. (F.)37 Conc Temp (F)63 Truck No.252 Ticket No.4324 Time 9:20 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab at 21 Line at Center Slab Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type D214 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 47,000 3,740 2 D215 4 x 8 12.57 Good 04/05/19 04/19/19 14 D216 4 x 8 12.57 Good 04/05/19 05/03/19 28 D217 4 x 8 12.57 Good 04/05/19 05/03/19 28 D218 4 x 8 12.57 Good 04/05/19 05/03/19 28 Slump (in.)7 Air Temp. (F.)39 Conc Temp (F)70 Truck No.187 Ticket No.4342 Time 10:35 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Slab at 25 Line Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type C914 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 36,000 2,860 3 C915 4 x 8 12.57 Good 04/05/19 04/19/19 14 C916 4 x 8 12.57 Good 04/05/19 05/03/19 28 C917 4 x 8 12.57 Good 04/05/19 05/03/19 28 C918 4 x 8 12.57 Good 04/05/19 05/03/19 28 Slump (in.)6 1/2 Air Temp. (F.)40 Conc Temp (F)66 Truck No.249 Ticket No.4365 Time 12:00 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:Slab at 29 Line, Front Corner Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.22 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type C919 4.00 x 8.00 12.57 Good 04/05/19 04/12/19 7 35,000 2,780 2 C920 4 x 8 12.57 Good 04/05/19 04/19/19 14 C921 4 x 8 12.57 Good 04/05/19 05/03/19 28 C922 4 x 8 12.57 Good 04/05/19 05/03/19 28 C923 4 x 8 12.57 Good 04/05/19 05/03/19 28 Slump (in.)7 Air Temp. (F.)41 Conc Temp (F)71 Truck No.241 Ticket No.4375 Time 12:55 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR, 1% Non Cloride Accel. Cylinders Received 4-8-19 Inspector Premium Travel Name Time Hours Time Jordan Depina No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.22 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019Compressive Strength Report - Concrete Report No.22 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Line 16 to 29, Level 32 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 (+/-) 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-05-2019 Report No.22 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-06-2019Concrete Field Report Report No.22 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 6 sets of cylinders cast on 6/5/19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Michael Callahan No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 264CUBIC YARDS: SET 1 LOCATION:SOD: Column Line A2 at V3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L369 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 42,500 3,380 2 L370 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 47,500 3,780 2 L371 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 58,000 4,610 1 L372 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 61,000 4,850 3 L373 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 59,000 4,690 2 Slump (in.)6 Air Temp. (F.)44 Conc Temp (F)60 Truck No.233 Ticket No.5183 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD: Column Line A10 at V5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L344 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 42,000 3,340 1 L345 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 49,000 3,900 1 L346 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 58,000 4,610 1 L347 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 56,500 4,490 3 L348 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 57,000 4,530 2 Slump (in.)6 1/4 Air Temp. (F.)46 Conc Temp (F)60 Truck No.248 Ticket No.5195 Time 9:00 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD: Column Line A13 at V7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L359 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 35,500 2,820 1 L360 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 49,500 3,940 2 L361 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 60,000 4,770 1 L362 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 59,000 4,690 2 L363 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 57,500 4,570 1 Slump (in.)6 1/2 Air Temp. (F.)48 Conc Temp (F)61 Truck No.242 Ticket No.5205 Time 9:50 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD: Column Line A16 at V8 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L374 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 48,000 3,820 2 L375 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 51,500 4,100 2 L376 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 62,500 4,970 1 L377 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 62,000 4,930 2 L378 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 58,500 4,650 1 Slump (in.)6 1/4 Air Temp. (F.)54 Conc Temp (F)62 Truck No.247 Ticket No.5216 Time 10:56 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD: Column Line A16 at V9 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L364 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 33,500 2,670 2 L365 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 46,500 3,700 1 L366 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 54,000 4,300 2 L367 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 56,000 4,460 1 L368 4.00 x 8.00 12.57 Good 04/29/19 05/27/19 28 57,500 4,570 1 Slump (in.)6 1/2 Air Temp. (F.)57 Conc Temp (F)63 Truck No.250 Ticket No.5224 Time 11:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR. Cylinders Received 5-1-19. Early Morning Rate: 6:00-7:00AM. Same Day Call In. Inspector Premium Travel Name Time Hours Time P. Treska No Max Day .5 Hr(s) Chris Grant No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Column Line A1-A19 at V-V10; Level 44 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other:Screed Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)6-7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019 Report No.23 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019 Report No.23 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 264CUBIC YARDS: SET 1 LOCATION:SOD: Column Line A2 at V3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L369 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 42,500 3,380 2 L370 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 47,500 3,780 2 L371 4 x 8 12.57 Good 04/29/19 05/27/19 28 L372 4 x 8 12.57 Good 04/29/19 05/27/19 28 L373 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 Air Temp. (F.)44 Conc Temp (F)60 Truck No.233 Ticket No.5183 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD: Column Line A10 at V5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L344 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 42,000 3,340 1 L345 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 49,000 3,900 1 L346 4 x 8 12.57 Good 04/29/19 05/27/19 28 L347 4 x 8 12.57 Good 04/29/19 05/27/19 28 L348 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 1/4 Air Temp. (F.)46 Conc Temp (F)60 Truck No.248 Ticket No.5195 Time 9:00 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD: Column Line A13 at V7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L359 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 35,500 2,820 1 L360 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 49,500 3,940 2 L361 4 x 8 12.57 Good 04/29/19 05/27/19 28 L362 4 x 8 12.57 Good 04/29/19 05/27/19 28 L363 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 1/2 Air Temp. (F.)48 Conc Temp (F)61 Truck No.242 Ticket No.5205 Time 9:50 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD: Column Line A16 at V8 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L374 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 48,000 3,820 2 L375 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 51,500 4,100 2 L376 4 x 8 12.57 Good 04/29/19 05/27/19 28 L377 4 x 8 12.57 Good 04/29/19 05/27/19 28 L378 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 1/4 Air Temp. (F.)54 Conc Temp (F)62 Truck No.247 Ticket No.5216 Time 10:56 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD: Column Line A16 at V9 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L364 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 33,500 2,670 2 L365 4.00 x 8.00 12.57 Good 04/29/19 05/13/19 14 46,500 3,700 1 L366 4 x 8 12.57 Good 04/29/19 05/27/19 28 L367 4 x 8 12.57 Good 04/29/19 05/27/19 28 L368 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 1/2 Air Temp. (F.)57 Conc Temp (F)63 Truck No.250 Ticket No.5224 Time 11:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR. Cylinders Received 5-1-19. Early Morning Rate: 6:00-7:00AM. Same Day Call In. Inspector Premium Travel Name Time Hours Time P. Treska No Max Day .5 Hr(s) Chris Grant No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Column Line A1-A19 at V-V10; Level 44 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other:Screed Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)6-7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019 Report No.23 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019 Report No.23 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 264CUBIC YARDS: SET 1 LOCATION:SOD: Column Line A2 at V3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L369 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 42,500 3,380 2 L370 4 x 8 12.57 Good 04/29/19 05/13/19 14 L371 4 x 8 12.57 Good 04/29/19 05/27/19 28 L372 4 x 8 12.57 Good 04/29/19 05/27/19 28 L373 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 Air Temp. (F.)44 Conc Temp (F)60 Truck No.233 Ticket No.5183 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD: Column Line A10 at V5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L344 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 42,000 3,340 1 L345 4 x 8 12.57 Good 04/29/19 05/13/19 14 L346 4 x 8 12.57 Good 04/29/19 05/27/19 28 L347 4 x 8 12.57 Good 04/29/19 05/27/19 28 L348 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 1/4 Air Temp. (F.)46 Conc Temp (F)60 Truck No.248 Ticket No.5195 Time 9:00 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD: Column Line A13 at V7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L359 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 35,500 2,820 1 L360 4 x 8 12.57 Good 04/29/19 05/13/19 14 L361 4 x 8 12.57 Good 04/29/19 05/27/19 28 L362 4 x 8 12.57 Good 04/29/19 05/27/19 28 L363 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 1/2 Air Temp. (F.)48 Conc Temp (F)61 Truck No.242 Ticket No.5205 Time 9:50 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD: Column Line A16 at V8 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L374 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 48,000 3,820 2 L375 4 x 8 12.57 Good 04/29/19 05/13/19 14 L376 4 x 8 12.57 Good 04/29/19 05/27/19 28 L377 4 x 8 12.57 Good 04/29/19 05/27/19 28 L378 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 1/4 Air Temp. (F.)54 Conc Temp (F)62 Truck No.247 Ticket No.5216 Time 10:56 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD: Column Line A16 at V9 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type L364 4.00 x 8.00 12.57 Good 04/29/19 05/06/19 7 33,500 2,670 2 L365 4 x 8 12.57 Good 04/29/19 05/13/19 14 L366 4 x 8 12.57 Good 04/29/19 05/27/19 28 L367 4 x 8 12.57 Good 04/29/19 05/27/19 28 L368 4 x 8 12.57 Good 04/29/19 05/27/19 28 Slump (in.)6 1/2 Air Temp. (F.)57 Conc Temp (F)63 Truck No.250 Ticket No.5224 Time 11:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR. Cylinders Received 5-1-19. Early Morning Rate: 6:00-7:00AM. Same Day Call In. Inspector Premium Travel Name Time Hours Time P. Treska No Max Day .5 Hr(s) Chris Grant No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019Compressive Strength Report - Concrete Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD: Column Line A1-A19 at V-V10; Level 44 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other:Screed Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)6-7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019 Report No.23 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 04-29-2019 Report No.23 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-19-2019Concrete Field Report Report No.23 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 5 sets of cylinders cast on 06/18/19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Frank Toughill No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 243CUBIC YARDS: SET 1 LOCATION:SOD; Column line 20, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T705 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 42,000 3,340 1 T706 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 54,000 4,300 3 T707 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 60,500 4,810 1 T708 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 61,000 4,850 2 T709 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 59,500 4,730 1 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)69 Truck No.232 Ticket No.6282 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD; Column line 25, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T710 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 40,000 3,180 2 T711 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 50,000 3,980 1 T712 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 61,000 4,850 1 T713 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 59,000 4,690 2 T714 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 64,500 5,130 1 Slump (in.) ** Air Temp. (F.)60 Conc Temp (F)68 Truck No.246 Ticket No.6291 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD; Column line 30, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T715 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 39,000 3,100 1 T716 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 49,000 3,900 2 T717 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 63,500 5,050 2 T718 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 62,500 4,970 1 T719 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 61,000 4,850 2 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)67 Truck No.242 Ticket No.6302 Time 8:30 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD; Column line 40, Level 44 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T720 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 41,500 3,300 2 T721 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 50,000 3,980 1 T722 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 64,000 5,090 1 T723 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 62,000 4,930 2 T724 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 61,500 4,890 1 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)68 Truck No.160 Ticket No.6308 Time 9:15 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD; Column line 50, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T725 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 36,000 2,860 2 T726 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 46,500 3,700 2 T727 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 60,000 4,770 3 T728 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 59,500 4,730 2 T729 4.00 x 8.00 12.57 Good 05/22/19 06/19/19 28 62,500 4,970 1 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)69 Truck No.179 Ticket No.6314 Time 10:20 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 05/23/19. *MRWR **8 1/2, 7 1/2 Inspector Premium Travel Name Time Hours Time Mark Geraci No Max Day .5 Hr(s) Stanley Aloi No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines 20 - 53, Level 44 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)7-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019 Report No.24 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019 Report No.24 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 243CUBIC YARDS: SET 1 LOCATION:SOD; Column line 20, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T705 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 42,000 3,340 1 T706 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 54,000 4,300 3 T707 4 x 8 12.57 Good 05/22/19 06/19/19 28 T708 4 x 8 12.57 Good 05/22/19 06/19/19 28 T709 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)69 Truck No.232 Ticket No.6282 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD; Column line 25, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T710 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 40,000 3,180 2 T711 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 50,000 3,980 1 T712 4 x 8 12.57 Good 05/22/19 06/19/19 28 T713 4 x 8 12.57 Good 05/22/19 06/19/19 28 T714 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.) ** Air Temp. (F.)60 Conc Temp (F)68 Truck No.246 Ticket No.6291 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD; Column line 30, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T715 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 39,000 3,100 1 T716 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 49,000 3,900 2 T717 4 x 8 12.57 Good 05/22/19 06/19/19 28 T718 4 x 8 12.57 Good 05/22/19 06/19/19 28 T719 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)67 Truck No.242 Ticket No.6302 Time 8:30 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD; Column line 40, Level 44 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T720 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 41,500 3,300 2 T721 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 50,000 3,980 1 T722 4 x 8 12.57 Good 05/22/19 06/19/19 28 T723 4 x 8 12.57 Good 05/22/19 06/19/19 28 T724 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)68 Truck No.160 Ticket No.6308 Time 9:15 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD; Column line 50, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T725 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 36,000 2,860 2 T726 4.00 x 8.00 12.57 Good 05/22/19 06/05/19 14 46,500 3,700 2 T727 4 x 8 12.57 Good 05/22/19 06/19/19 28 T728 4 x 8 12.57 Good 05/22/19 06/19/19 28 T729 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)69 Truck No.179 Ticket No.6314 Time 10:20 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 05/23/19. *MRWR **8 1/2, 7 1/2 Inspector Premium Travel Name Time Hours Time Mark Geraci No Max Day .5 Hr(s) Stanley Aloi No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines 20 - 53, Level 44 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)7-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019 Report No.24 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019 Report No.24 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 243CUBIC YARDS: SET 1 LOCATION:SOD; Column line 20, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T705 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 42,000 3,340 1 T706 4 x 8 12.57 Good 05/22/19 06/05/19 14 T707 4 x 8 12.57 Good 05/22/19 06/19/19 28 T708 4 x 8 12.57 Good 05/22/19 06/19/19 28 T709 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)69 Truck No.232 Ticket No.6282 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD; Column line 25, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T710 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 40,000 3,180 2 T711 4 x 8 12.57 Good 05/22/19 06/05/19 14 T712 4 x 8 12.57 Good 05/22/19 06/19/19 28 T713 4 x 8 12.57 Good 05/22/19 06/19/19 28 T714 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.) ** Air Temp. (F.)60 Conc Temp (F)68 Truck No.246 Ticket No.6291 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD; Column line 30, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T715 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 39,000 3,100 1 T716 4 x 8 12.57 Good 05/22/19 06/05/19 14 T717 4 x 8 12.57 Good 05/22/19 06/19/19 28 T718 4 x 8 12.57 Good 05/22/19 06/19/19 28 T719 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)67 Truck No.242 Ticket No.6302 Time 8:30 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD; Column line 40, Level 44 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T720 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 41,500 3,300 2 T721 4 x 8 12.57 Good 05/22/19 06/05/19 14 T722 4 x 8 12.57 Good 05/22/19 06/19/19 28 T723 4 x 8 12.57 Good 05/22/19 06/19/19 28 T724 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)68 Truck No.160 Ticket No.6308 Time 9:15 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD; Column line 50, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T725 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 36,000 2,860 2 T726 4 x 8 12.57 Good 05/22/19 06/05/19 14 T727 4 x 8 12.57 Good 05/22/19 06/19/19 28 T728 4 x 8 12.57 Good 05/22/19 06/19/19 28 T729 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)69 Truck No.179 Ticket No.6314 Time 10:20 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 05/23/19. *MRWR **8 1/2, 7 1/2 Inspector Premium Travel Name Time Hours Time Mark Geraci No Max Day .5 Hr(s) Stanley Aloi No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines 20 - 53, Level 44 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)7-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019 Report No.24 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019 Report No.24 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 243CUBIC YARDS: SET 1 LOCATION:SOD; Column line 20, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T705 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 42,000 3,340 1 T706 4 x 8 12.57 Good 05/22/19 06/05/19 14 T707 4 x 8 12.57 Good 05/22/19 06/19/19 28 T708 4 x 8 12.57 Good 05/22/19 06/19/19 28 T709 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)69 Truck No.232 Ticket No.6282 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD; Column line 25, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T710 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 40,000 3,180 2 T711 4 x 8 12.57 Good 05/22/19 06/05/19 14 T712 4 x 8 12.57 Good 05/22/19 06/19/19 28 T713 4 x 8 12.57 Good 05/22/19 06/19/19 28 T714 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.) ** Air Temp. (F.)60 Conc Temp (F)68 Truck No.246 Ticket No.6291 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD; Column line 30, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T715 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 39,000 3,100 1 T716 4 x 8 12.57 Good 05/22/19 06/05/19 14 T717 4 x 8 12.57 Good 05/22/19 06/19/19 28 T718 4 x 8 12.57 Good 05/22/19 06/19/19 28 T719 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)67 Truck No.242 Ticket No.6302 Time 8:30 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD; Column line 40, Level 44 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T720 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 41,500 3,300 2 T721 4 x 8 12.57 Good 05/22/19 06/05/19 14 T722 4 x 8 12.57 Good 05/22/19 06/19/19 28 T723 4 x 8 12.57 Good 05/22/19 06/19/19 28 T724 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)68 Truck No.160 Ticket No.6308 Time 9:15 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD; Column line 50, Level 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T725 4.00 x 8.00 12.57 Good 05/22/19 05/29/19 7 36,000 2,860 2 T726 4 x 8 12.57 Good 05/22/19 06/05/19 14 T727 4 x 8 12.57 Good 05/22/19 06/19/19 28 T728 4 x 8 12.57 Good 05/22/19 06/19/19 28 T729 4 x 8 12.57 Good 05/22/19 06/19/19 28 Slump (in.)8,7 Air Temp. (F.)60 Conc Temp (F)69 Truck No.179 Ticket No.6314 Time 10:20 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 05/23/19. *MRWR **8 1/2, 7 1/2 Inspector Premium Travel Name Time Hours Time Mark Geraci No Max Day .5 Hr(s) Stanley Aloi No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019Compressive Strength Report - Concrete Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines 20 - 53, Level 44 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)7-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019 Report No.24 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 05-22-2019 Report No.24 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-27-2019Concrete Field Report Report No.24 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 2 sets of cylinders cast on 06-26-19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Michael Callahan No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019Compressive Strength Report - Concrete Report No.25 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets:6 268CUBIC YARDS: SET 1 LOCATION:Column lines; C.1 at 2.9 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type A124 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 35,500 2,820 1 A125 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 45,000 3,580 1 A126 4 x 8 12.57 Good 06/05/19 07/03/19 28 A127 4 x 8 12.57 Good 06/05/19 07/03/19 28 A128 4 x 8 12.57 Good 06/05/19 07/03/19 28 Slump (in.) ** Air Temp. (F.)63 Conc Temp (F)72 Truck No.258 Ticket No.6419 Time 7:20 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Column lines; Q at 3.5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type A129 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 36,500 2,900 2 A130 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 48,000 3,820 2 A131 4 x 8 12.57 Good 06/05/19 07/03/19 28 A132 4 x 8 12.57 Good 06/05/19 07/03/19 28 A133 4 x 8 12.57 Good 06/05/19 07/03/19 28 Slump (in.)8,7 Air Temp. (F.)66 Conc Temp (F)71 Truck No.202 Ticket No.6932 Time 8:10 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Column lines N at 4 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Z989 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 39,000 3,100 2 Z990 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 50,000 3,980 2 Z991 4 x 8 12.57 Good 06/05/19 07/03/19 28 Z992 4 x 8 12.57 Good 06/05/19 07/03/19 28 Z993 4 x 8 12.57 Good 06/05/19 07/03/19 28 Slump (in.) ** Air Temp. (F.)66 Conc Temp (F)72 Truck No.242 Ticket No.6944 Time 8:55 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:Column lines; J.6 at 7.1 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019Compressive Strength Report - Concrete Report No.25 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Z984 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 41,500 3,300 1 Z985 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 54,000 4,300 1 Z986 4 x 8 12.57 Good 06/05/19 07/03/19 28 Z987 4 x 8 12.57 Good 06/05/19 07/03/19 28 Z988 4 x 8 12.57 Good 06/05/19 07/03/19 28 Slump (in.) ** Air Temp. (F.)70 Conc Temp (F)74 Truck No.246 Ticket No.6959 Time 10:05 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:Column lines; C at 7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type A148 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 33,000 2,630 1 A149 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 44,000 3,500 2 A150 4 x 8 12.57 Good 06/05/19 07/03/19 28 A151 4 x 8 12.57 Good 06/05/19 07/03/19 28 A152 4 x 8 12.57 Good 06/05/19 07/03/19 28 Slump (in.)8,7 Air Temp. (F.)72 Conc Temp (F)74 Truck No.241 Ticket No.6967 Time 10:45 Unit Wt lbs/cu ft Air Content (%) SET 6 LOCATION:Column lines F at 18 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Z974 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 38,500 3,060 2 Z975 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 49,000 3,900 3 Z976 4 x 8 12.57 Good 06/05/19 07/03/19 28 Z977 4 x 8 12.57 Good 06/05/19 07/03/19 28 Z978 4 x 8 12.57 Good 06/05/19 07/03/19 28 Slump (in.) ** Air Temp. (F.)75 Conc Temp (F)75 Truck No.258 Ticket No.6983 Time 11:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 06/05/19. *MRWR **8 1/2, 7 1/2. Early morning rate 6:00am to 7:00am. Inspector Premium Travel Name Time Hours Time Corey Keith No Max Day .5 Hr(s) Chris Grant No Max Day .5 Hr(s) Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019Compressive Strength Report - Concrete Report No.25 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019Compressive Strength Report - Concrete Report No.25 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Column lines U at 1, A at 19, SOD, Level 5 Floor Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer Field X Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 1/2-7 1/2 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019 Report No.25 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019 Report No.25 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019Compressive Strength Report - Concrete Report No.25 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets:6 268CUBIC YARDS: SET 1 LOCATION:Column lines; C.1 at 2.9 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type A124 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 35,500 2,820 1 A125 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 45,000 3,580 1 A126 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 54,000 4,300 1 A127 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 57,000 4,530 2 A128 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 56,000 4,460 1 Slump (in.) ** Air Temp. (F.)63 Conc Temp (F)72 Truck No.258 Ticket No.6419 Time 7:20 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Column lines; Q at 3.5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type A129 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 36,500 2,900 2 A130 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 48,000 3,820 2 A131 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 60,000 4,770 1 A132 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 57,500 4,570 3 A133 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 61,000 4,850 3 Slump (in.)8,7 Air Temp. (F.)66 Conc Temp (F)71 Truck No.202 Ticket No.6932 Time 8:10 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Column lines N at 4 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Z989 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 39,000 3,100 2 Z990 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 50,000 3,980 2 Z991 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 60,500 4,810 2 Z992 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 63,000 5,010 1 Z993 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 65,000 5,170 2 Slump (in.) ** Air Temp. (F.)66 Conc Temp (F)72 Truck No.242 Ticket No.6944 Time 8:55 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:Column lines; J.6 at 7.1 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019Compressive Strength Report - Concrete Report No.25 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Z984 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 41,500 3,300 1 Z985 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 54,000 4,300 1 Z986 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 63,000 5,010 1 Z987 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 61,000 4,850 2 Z988 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 60,500 4,810 1 Slump (in.) ** Air Temp. (F.)70 Conc Temp (F)74 Truck No.246 Ticket No.6959 Time 10:05 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:Column lines; C at 7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type A148 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 33,000 2,630 1 A149 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 44,000 3,500 2 A150 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 56,000 4,460 1 A151 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 58,000 4,610 2 A152 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 58,500 4,650 1 Slump (in.)8,7 Air Temp. (F.)72 Conc Temp (F)74 Truck No.241 Ticket No.6967 Time 10:45 Unit Wt lbs/cu ft Air Content (%) SET 6 LOCATION:Column lines F at 18 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Z974 4.00 x 8.00 12.57 Good 06/05/19 06/12/19 7 38,500 3,060 2 Z975 4.00 x 8.00 12.57 Good 06/05/19 06/19/19 14 49,000 3,900 3 Z976 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 57,500 4,570 1 Z977 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 61,000 4,850 2 Z978 4.00 x 8.00 12.57 Good 06/05/19 07/03/19 28 60,000 4,770 1 Slump (in.) ** Air Temp. (F.)75 Conc Temp (F)75 Truck No.258 Ticket No.6983 Time 11:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 06/05/19. *MRWR **8 1/2, 7 1/2. Early morning rate 6:00am to 7:00am. Inspector Premium Travel Name Time Hours Time Corey Keith No Max Day .5 Hr(s) Chris Grant No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019Compressive Strength Report - Concrete Report No.25 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019Compressive Strength Report - Concrete Report No.25 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Column lines U at 1, A at 19, SOD, Level 5 Floor Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer Field X Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5 1/2-7 1/2 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019 Report No.25 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-05-2019 Report No.25 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-10-2019Concrete Field Report Report No.25 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 6 sets of cylinders cast on 07/09/19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Michael Callahan No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 225CUBIC YARDS: SET 1 LOCATION:Slab; Column line 20 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E304 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 34,500 2,740 2 E305 4 x 8 12.57 Good 06/18/19 07/02/19 14 E306 4 x 8 12.57 Good 06/18/19 07/16/19 28 E307 4 x 8 12.57 Good 06/18/19 07/16/19 28 E308 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)72 Truck No.252 Ticket No.7545 Time 7:10 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab; Column line 28 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E299 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 35,000 2,780 1 E300 4 x 8 12.57 Good 06/18/19 07/02/19 14 E301 4 x 8 12.57 Good 06/18/19 07/16/19 28 E302 4 x 8 12.57 Good 06/18/19 07/16/19 28 E303 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)7,6 Air Temp. (F.)65 Conc Temp (F)70 Truck No.255 Ticket No.7553 Time 7:55 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Slab; Column line 35 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E284 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 45,000 3,580 1 E285 4 x 8 12.57 Good 06/18/19 07/02/19 14 E286 4 x 8 12.57 Good 06/18/19 07/16/19 28 E287 4 x 8 12.57 Good 06/18/19 07/16/19 28 E288 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)72 Truck No.250 Ticket No.5762 Time 8:35 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:Slab; Column line 43 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E294 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 36,000 2,860 3 E295 4 x 8 12.57 Good 06/18/19 07/02/19 14 E296 4 x 8 12.57 Good 06/18/19 07/16/19 28 E297 4 x 8 12.57 Good 06/18/19 07/16/19 28 E298 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)70 Truck No.117 Ticket No.7571 Time 9:15 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:Slab; Column line 50 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E269 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 47,000 3,740 2 E270 4 x 8 12.57 Good 06/18/19 07/02/19 14 E271 4 x 8 12.57 Good 06/18/19 07/16/19 28 E272 4 x 8 12.57 Good 06/18/19 07/16/19 28 E273 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)7,6 Air Temp. (F.)65 Conc Temp (F)71 Truck No.160 Ticket No.7580 Time 10:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 06/19/19. *MRWR 1% Non-chloride, Lightweight. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Mark Geraci No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines 19 - 54 on Level 54 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)6(+/-)1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019 Report No.26 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019 Report No.26 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 225CUBIC YARDS: SET 1 LOCATION:Slab; Column line 20 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E304 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 34,500 2,740 2 E305 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 46,500 3,700 1 E306 4 x 8 12.57 Good 06/18/19 07/16/19 28 E307 4 x 8 12.57 Good 06/18/19 07/16/19 28 E308 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)72 Truck No.252 Ticket No.7545 Time 7:10 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab; Column line 28 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E299 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 35,000 2,780 1 E300 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 47,000 3,740 2 E301 4 x 8 12.57 Good 06/18/19 07/16/19 28 E302 4 x 8 12.57 Good 06/18/19 07/16/19 28 E303 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)7,6 Air Temp. (F.)65 Conc Temp (F)70 Truck No.255 Ticket No.7553 Time 7:55 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Slab; Column line 35 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E284 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 45,000 3,580 1 E285 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 57,000 4,530 2 E286 4 x 8 12.57 Good 06/18/19 07/16/19 28 E287 4 x 8 12.57 Good 06/18/19 07/16/19 28 E288 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)72 Truck No.250 Ticket No.5762 Time 8:35 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:Slab; Column line 43 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E294 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 36,000 2,860 3 E295 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 48,000 3,820 1 E296 4 x 8 12.57 Good 06/18/19 07/16/19 28 E297 4 x 8 12.57 Good 06/18/19 07/16/19 28 E298 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)70 Truck No.117 Ticket No.7571 Time 9:15 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:Slab; Column line 50 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E269 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 47,000 3,740 2 E270 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 60,000 4,770 1 E271 4 x 8 12.57 Good 06/18/19 07/16/19 28 E272 4 x 8 12.57 Good 06/18/19 07/16/19 28 E273 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)7,6 Air Temp. (F.)65 Conc Temp (F)71 Truck No.160 Ticket No.7580 Time 10:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 06/19/19. *MRWR 1% Non-chloride, Lightweight. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Mark Geraci No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines 19 - 54 on Level 54 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)6(+/-)1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019 Report No.26 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019 Report No.26 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 225CUBIC YARDS: SET 1 LOCATION:Slab; Column line 20 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E304 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 34,500 2,740 2 E305 4 x 8 12.57 Good 06/18/19 07/02/19 14 E306 4 x 8 12.57 Good 06/18/19 07/16/19 28 E307 4 x 8 12.57 Good 06/18/19 07/16/19 28 E308 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)72 Truck No.252 Ticket No.7545 Time 7:10 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab; Column line 28 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E299 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 35,000 2,780 1 E300 4 x 8 12.57 Good 06/18/19 07/02/19 14 E301 4 x 8 12.57 Good 06/18/19 07/16/19 28 E302 4 x 8 12.57 Good 06/18/19 07/16/19 28 E303 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)7,6 Air Temp. (F.)65 Conc Temp (F)70 Truck No.255 Ticket No.7553 Time 7:55 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Slab; Column line 35 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E284 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 45,000 3,580 1 E285 4 x 8 12.57 Good 06/18/19 07/02/19 14 E286 4 x 8 12.57 Good 06/18/19 07/16/19 28 E287 4 x 8 12.57 Good 06/18/19 07/16/19 28 E288 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)72 Truck No.250 Ticket No.5762 Time 8:35 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:Slab; Column line 43 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E294 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 36,000 2,860 3 E295 4 x 8 12.57 Good 06/18/19 07/02/19 14 E296 4 x 8 12.57 Good 06/18/19 07/16/19 28 E297 4 x 8 12.57 Good 06/18/19 07/16/19 28 E298 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)70 Truck No.117 Ticket No.7571 Time 9:15 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:Slab; Column line 50 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E269 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 47,000 3,740 2 E270 4 x 8 12.57 Good 06/18/19 07/02/19 14 E271 4 x 8 12.57 Good 06/18/19 07/16/19 28 E272 4 x 8 12.57 Good 06/18/19 07/16/19 28 E273 4 x 8 12.57 Good 06/18/19 07/16/19 28 Slump (in.)7,6 Air Temp. (F.)65 Conc Temp (F)71 Truck No.160 Ticket No.7580 Time 10:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 06/19/19. *MRWR 1% Non-chloride, Lightweight. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Mark Geraci No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines 19 - 54 on Level 54 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)6(+/-)1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019 Report No.26 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019 Report No.26 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 5 225CUBIC YARDS: SET 1 LOCATION:Slab; Column line 20 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E304 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 34,500 2,740 2 E305 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 46,500 3,700 1 E306 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 64,000 5,090 1 E307 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 63,500 5,050 2 E308 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 67,000 5,330 1 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)72 Truck No.252 Ticket No.7545 Time 7:10 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab; Column line 28 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E299 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 35,000 2,780 1 E300 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 47,000 3,740 2 E301 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 58,500 4,650 3 E302 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 60,500 4,810 2 E303 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 59,000 4,690 1 Slump (in.)7,6 Air Temp. (F.)65 Conc Temp (F)70 Truck No.255 Ticket No.7553 Time 7:55 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Slab; Column line 35 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E284 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 45,000 3,580 1 E285 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 57,000 4,530 2 E286 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 61,500 4,890 1 E287 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 63,500 5,050 2 E288 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 60,000 4,770 1 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)72 Truck No.250 Ticket No.5762 Time 8:35 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:Slab; Column line 43 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E294 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 36,000 2,860 3 E295 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 48,000 3,820 1 E296 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 70,500 5,610 1 E297 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 64,500 5,130 2 E298 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 67,000 5,330 1 Slump (in.)8,7 Air Temp. (F.)65 Conc Temp (F)70 Truck No.117 Ticket No.7571 Time 9:15 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:Slab; Column line 50 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type E269 4.00 x 8.00 12.57 Good 06/18/19 06/25/19 7 47,000 3,740 2 E270 4.00 x 8.00 12.57 Good 06/18/19 07/02/19 14 60,000 4,770 1 E271 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 74,500 5,930 1 E272 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 69,000 5,490 2 E273 4.00 x 8.00 12.57 Good 06/18/19 07/16/19 28 72,000 5,730 1 Slump (in.)7,6 Air Temp. (F.)65 Conc Temp (F)71 Truck No.160 Ticket No.7580 Time 10:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 06/19/19. *MRWR 1% Non-chloride, Lightweight. Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Mark Geraci No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019Compressive Strength Report - Concrete Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines 19 - 54 on Level 54 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None Other Slump Specification (in.)6(+/-)1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019 Report No.26 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-18-2019 Report No.26 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-26-2019Concrete Field Report Report No.26 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 4 sets of cylinders cast on 7/24/19 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Rafy Lora No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019Compressive Strength Report - Concrete Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:2 71CUBIC YARDS: SET 1 LOCATION:Slab; Column lines V10 - M8 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H493 4.00 x 8.00 12.57 Good 06/26/19 07/03/19 7 42,000 3,340 1 H494 4 x 8 12.57 Good 06/26/19 07/10/19 14 H495 4 x 8 12.57 Good 06/26/19 07/24/19 28 H496 4 x 8 12.57 Good 06/26/19 07/24/19 28 H497 4 x 8 12.57 Good 06/26/19 07/24/19 28 Slump (in.)6,5 1/2 Air Temp. (F.)68 Conc Temp (F)70 Truck No.117 Ticket No.7887 Time 7:40 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab; Column lines M8 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H508 4.00 x 8.00 12.57 Good 06/26/19 07/03/19 7 37,500 2,980 1 H509 4 x 8 12.57 Good 06/26/19 07/10/19 14 H510 4 x 8 12.57 Good 06/26/19 07/24/19 28 H511 4 x 8 12.57 Good 06/26/19 07/24/19 28 H512 4 x 8 12.57 Good 06/26/19 07/24/19 28 Slump (in.)6 1/2,6 Air Temp. (F.)68 Conc Temp (F)71 Truck No.260 Ticket No.7897 Time 9:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 06/28/19. Inspector Premium Travel Name Time Hours Time Gary Plante No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019Compressive Strength Report - Concrete Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019Compressive Strength Report - Concrete Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines V10 - M8 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5(+/-)2 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019 Report No.27 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019Compressive Strength Report - Concrete Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:2 71CUBIC YARDS: SET 1 LOCATION:Slab; Column lines V10 - M8 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H493 4.00 x 8.00 12.57 Good 06/26/19 07/03/19 7 42,000 3,340 1 H494 4.00 x 8.00 12.57 Good 06/26/19 07/10/19 14 55,000 4,380 3 H495 4 x 8 12.57 Good 06/26/19 07/24/19 28 H496 4 x 8 12.57 Good 06/26/19 07/24/19 28 H497 4 x 8 12.57 Good 06/26/19 07/24/19 28 Slump (in.)6,5 1/2 Air Temp. (F.)68 Conc Temp (F)70 Truck No.117 Ticket No.7887 Time 7:40 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab; Column lines M8 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H508 4.00 x 8.00 12.57 Good 06/26/19 07/03/19 7 37,500 2,980 1 H509 4.00 x 8.00 12.57 Good 06/26/19 07/10/19 14 50,000 3,980 1 H510 4 x 8 12.57 Good 06/26/19 07/24/19 28 H511 4 x 8 12.57 Good 06/26/19 07/24/19 28 H512 4 x 8 12.57 Good 06/26/19 07/24/19 28 Slump (in.)6 1/2,6 Air Temp. (F.)68 Conc Temp (F)71 Truck No.260 Ticket No.7897 Time 9:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 06/28/19. Inspector Premium Travel Name Time Hours Time Gary Plante No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019Compressive Strength Report - Concrete Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019Compressive Strength Report - Concrete Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines V10 - M8 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5(+/-)2 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019 Report No.27 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019Compressive Strength Report - Concrete Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:2 71CUBIC YARDS: SET 1 LOCATION:Slab; Column lines V10 - M8 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H493 4.00 x 8.00 12.57 Good 06/26/19 07/03/19 7 42,000 3,340 1 H494 4.00 x 8.00 12.57 Good 06/26/19 07/10/19 14 55,000 4,380 3 H495 4.00 x 8.00 12.57 Good 06/26/19 07/24/19 28 61,000 4,850 1 H496 4.00 x 8.00 12.57 Good 06/26/19 07/24/19 28 59,500 4,730 2 H497 4.00 x 8.00 12.57 Good 06/26/19 07/24/19 28 62,000 4,930 1 Slump (in.)6,5 1/2 Air Temp. (F.)68 Conc Temp (F)70 Truck No.117 Ticket No.7887 Time 7:40 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab; Column lines M8 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type H508 4.00 x 8.00 12.57 Good 06/26/19 07/03/19 7 37,500 2,980 1 H509 4.00 x 8.00 12.57 Good 06/26/19 07/10/19 14 50,000 3,980 1 H510 4.00 x 8.00 12.57 Good 06/26/19 07/24/19 28 53,000 4,220 1 H511 4.00 x 8.00 12.57 Good 06/26/19 07/24/19 28 56,500 4,490 3 H512 4.00 x 8.00 12.57 Good 06/26/19 07/24/19 28 55,000 4,380 2 Slump (in.)6 1/2,6 Air Temp. (F.)68 Conc Temp (F)71 Truck No.260 Ticket No.7897 Time 9:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 06/28/19. Inspector Premium Travel Name Time Hours Time Gary Plante No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019Compressive Strength Report - Concrete Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019Compressive Strength Report - Concrete Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Column lines V10 - M8 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)5(+/-)2 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 06-26-2019 Report No.27 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-11-2020Concrete Field Report Report No.27 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 6 sets of cylinders cast on 02/10/20 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Michael Callahan No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 6 252CUBIC YARDS: SET 1 LOCATION:SOD at Line 19 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M619 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 36,500 2,900 2 M620 4 x 8 12.57 Good 07/09/19 07/23/19 14 M621 4 x 8 12.57 Good 07/09/19 08/06/19 28 M622 4 x 8 12.57 Good 07/09/19 08/06/19 28 M623 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7 Air Temp. (F.)70 Conc Temp (F)63 Truck No.233 Ticket No.8373 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD at Line 15 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M595 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 37,000 2,940 2 M596 4 x 8 12.57 Good 07/09/19 07/23/19 14 M597 4 x 8 12.57 Good 07/09/19 08/06/19 28 M598 4 x 8 12.57 Good 07/09/19 08/06/19 28 M599 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7 Air Temp. (F.)72 Conc Temp (F)65 Truck No.246 Ticket No.5884 Time 8:50 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD at Line 12 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M584 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 35,500 2,820 2 M585 4 x 8 12.57 Good 07/09/19 07/23/19 14 M586 4 x 8 12.57 Good 07/09/19 08/06/19 28 M587 4 x 8 12.57 Good 07/09/19 08/06/19 28 M588 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)6 1/2,6 Air Temp. (F.)74 Conc Temp (F)68 Truck No.253 Ticket No.8398 Time 9:45 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD at Line 8 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type N639 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 31,000 2,470 2 N640 4 x 8 12.57 Good 07/09/19 07/23/19 14 N641 4 x 8 12.57 Good 07/09/19 08/06/19 28 N642 4 x 8 12.57 Good 07/09/19 08/06/19 28 N643 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7,6 1/2 Air Temp. (F.)76 Conc Temp (F)70 Truck No.202 Ticket No.8404 Time 10:25 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD at Line 4 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M567 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 40,000 3,180 1 M568 4 x 8 12.57 Good 07/09/19 07/23/19 14 M569 4 x 8 12.57 Good 07/09/19 08/06/19 28 M570 4 x 8 12.57 Good 07/09/19 08/06/19 28 M571 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7 Air Temp. (F.)77 Conc Temp (F)65 Truck No.244 Ticket No.8420 Time 11:40 Unit Wt lbs/cu ft Air Content (%) SET 6 LOCATION:SOD at Line 1 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M614 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 40,500 3,220 1 M615 4 x 8 12.57 Good 07/09/19 07/23/19 14 M616 4 x 8 12.57 Good 07/09/19 08/06/19 28 M617 4 x 8 12.57 Good 07/09/19 08/06/19 28 M618 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7 Air Temp. (F.)80 Conc Temp (F)71 Truck No.233 Ticket No.8429 Time 1:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR, Pump Mix. Cylinders Received 7-10-19. Early Morning Rate: 6:00- 7:00AM Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Joe Simard No Max Day .5 Hr(s) Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Level 64, Line 19-1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)5-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019 Report No.28 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019 Report No.28 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 6 252CUBIC YARDS: SET 1 LOCATION:SOD at Line 19 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M619 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 36,500 2,900 2 M620 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 49,000 3,900 1 M621 4 x 8 12.57 Good 07/09/19 08/06/19 28 M622 4 x 8 12.57 Good 07/09/19 08/06/19 28 M623 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7 Air Temp. (F.)70 Conc Temp (F)63 Truck No.233 Ticket No.8373 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD at Line 15 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M595 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 37,000 2,940 2 M596 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 48,000 3,820 2 M597 4 x 8 12.57 Good 07/09/19 08/06/19 28 M598 4 x 8 12.57 Good 07/09/19 08/06/19 28 M599 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7 Air Temp. (F.)72 Conc Temp (F)65 Truck No.246 Ticket No.5884 Time 8:50 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD at Line 12 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M584 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 35,500 2,820 2 M585 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 48,000 3,820 1 M586 4 x 8 12.57 Good 07/09/19 08/06/19 28 M587 4 x 8 12.57 Good 07/09/19 08/06/19 28 M588 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)6 1/2,6 Air Temp. (F.)74 Conc Temp (F)68 Truck No.253 Ticket No.8398 Time 9:45 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD at Line 8 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type N639 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 31,000 2,470 2 N640 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 42,500 3,380 1 N641 4 x 8 12.57 Good 07/09/19 08/06/19 28 N642 4 x 8 12.57 Good 07/09/19 08/06/19 28 N643 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7,6 1/2 Air Temp. (F.)76 Conc Temp (F)70 Truck No.202 Ticket No.8404 Time 10:25 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD at Line 4 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M567 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 40,000 3,180 1 M568 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 46,000 3,660 2 M569 4 x 8 12.57 Good 07/09/19 08/06/19 28 M570 4 x 8 12.57 Good 07/09/19 08/06/19 28 M571 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7 Air Temp. (F.)77 Conc Temp (F)65 Truck No.244 Ticket No.8420 Time 11:40 Unit Wt lbs/cu ft Air Content (%) SET 6 LOCATION:SOD at Line 1 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M614 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 40,500 3,220 1 M615 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 47,500 3,780 2 M616 4 x 8 12.57 Good 07/09/19 08/06/19 28 M617 4 x 8 12.57 Good 07/09/19 08/06/19 28 M618 4 x 8 12.57 Good 07/09/19 08/06/19 28 Slump (in.)7 Air Temp. (F.)80 Conc Temp (F)71 Truck No.233 Ticket No.8429 Time 1:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR, Pump Mix. Cylinders Received 7-10-19. Early Morning Rate: 6:00- 7:00AM Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Joe Simard No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Level 64, Line 19-1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)5-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019 Report No.28 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019 Report No.28 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 6 252CUBIC YARDS: SET 1 LOCATION:SOD at Line 19 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M619 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 36,500 2,900 2 M620 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 49,000 3,900 1 M621 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 54,000 4,300 1 M622 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 53,000 4,220 2 M623 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 57,500 4,570 1 Slump (in.)7 Air Temp. (F.)70 Conc Temp (F)63 Truck No.233 Ticket No.8373 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD at Line 15 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M595 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 37,000 2,940 2 M596 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 48,000 3,820 2 M597 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 57,500 4,570 3 M598 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 56,500 4,490 2 M599 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 58,000 4,610 1 Slump (in.)7 Air Temp. (F.)72 Conc Temp (F)65 Truck No.246 Ticket No.5884 Time 8:50 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD at Line 12 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M584 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 35,500 2,820 2 M585 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 48,000 3,820 1 M586 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 56,500 4,490 1 M587 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 57,500 4,570 2 M588 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 59,000 4,690 1 Slump (in.)6 1/2,6 Air Temp. (F.)74 Conc Temp (F)68 Truck No.253 Ticket No.8398 Time 9:45 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD at Line 8 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type N639 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 31,000 2,470 2 N640 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 42,500 3,380 1 N641 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 53,000 4,220 1 N642 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 55,000 4,380 2 N643 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 56,000 4,460 1 Slump (in.)7,6 1/2 Air Temp. (F.)76 Conc Temp (F)70 Truck No.202 Ticket No.8404 Time 10:25 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD at Line 4 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M567 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 40,000 3,180 1 M568 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 46,000 3,660 2 M569 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 54,000 4,300 1 M570 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 57,000 4,530 2 M571 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 58,000 4,610 1 Slump (in.)7 Air Temp. (F.)77 Conc Temp (F)65 Truck No.244 Ticket No.8420 Time 11:40 Unit Wt lbs/cu ft Air Content (%) SET 6 LOCATION:SOD at Line 1 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M614 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 40,500 3,220 1 M615 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 47,500 3,780 2 M616 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 54,000 4,300 1 M617 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 55,000 4,380 2 M618 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 58,000 4,610 1 Slump (in.)7 Air Temp. (F.)80 Conc Temp (F)71 Truck No.233 Ticket No.8429 Time 1:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR, Pump Mix. Cylinders Received 7-10-19. Early Morning Rate: 6:00- 7:00AM Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Joe Simard No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Level 64, Line 19-1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)5-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019 Report No.28 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019 Report No.28 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8" *No. Of Sets: 6 252CUBIC YARDS: SET 1 LOCATION:SOD at Line 19 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M619 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 36,500 2,900 2 M620 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 49,000 3,900 1 M621 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 54,000 4,300 1 M622 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 53,000 4,220 2 M623 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 57,500 4,570 1 Slump (in.)7 Air Temp. (F.)70 Conc Temp (F)63 Truck No.233 Ticket No.8373 Time 7:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD at Line 15 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M595 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 37,000 2,940 2 M596 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 48,000 3,820 2 M597 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 57,500 4,570 3 M598 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 56,500 4,490 2 M599 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 58,000 4,610 1 Slump (in.)7 Air Temp. (F.)72 Conc Temp (F)65 Truck No.246 Ticket No.5884 Time 8:50 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD at Line 12 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M584 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 35,500 2,820 2 M585 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 48,000 3,820 1 M586 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 56,500 4,490 1 M587 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 57,500 4,570 2 M588 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 59,000 4,690 1 Slump (in.)6 1/2,6 Air Temp. (F.)74 Conc Temp (F)68 Truck No.253 Ticket No.8398 Time 9:45 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD at Line 8 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type N639 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 31,000 2,470 2 N640 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 42,500 3,380 1 N641 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 53,000 4,220 1 N642 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 55,000 4,380 2 N643 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 56,000 4,460 1 Slump (in.)7,6 1/2 Air Temp. (F.)76 Conc Temp (F)70 Truck No.202 Ticket No.8404 Time 10:25 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:SOD at Line 4 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M567 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 40,000 3,180 1 M568 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 46,000 3,660 2 M569 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 54,000 4,300 1 M570 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 57,000 4,530 2 M571 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 58,000 4,610 1 Slump (in.)7 Air Temp. (F.)77 Conc Temp (F)65 Truck No.244 Ticket No.8420 Time 11:40 Unit Wt lbs/cu ft Air Content (%) SET 6 LOCATION:SOD at Line 1 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type M614 4.00 x 8.00 12.57 Good 07/09/19 07/16/19 7 40,500 3,220 1 M615 4.00 x 8.00 12.57 Good 07/09/19 07/23/19 14 47,500 3,780 2 M616 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 54,000 4,300 1 M617 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 55,000 4,380 2 M618 4.00 x 8.00 12.57 Good 07/09/19 08/06/19 28 58,000 4,610 1 Slump (in.)7 Air Temp. (F.)80 Conc Temp (F)71 Truck No.233 Ticket No.8429 Time 1:00 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Light-Weight, MRWR, Pump Mix. Cylinders Received 7-10-19. Early Morning Rate: 6:00- 7:00AM Inspector Premium Travel Name Time Hours Time Jordan Depina No Max Day .5 Hr(s) Joe Simard No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019Compressive Strength Report - Concrete Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD; Level 64, Line 19-1 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Slump Specification (in.)5-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019 Report No.28 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-09-2019 Report No.28 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-12-2020Concrete Field Report Report No.28 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 6 sets of cylinders cast on 02/11/20 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Michael Callahan No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:5000# 3/8"No. Of Sets: 4 165CUBIC YARDS: SET 1 LOCATION:SOD level 64 at 31 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T887 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 46,500 3,700 2 T888 4.00 x 8.00 12.57 Good 07/24/19 08/07/19 14 58,000 4,610 2 T889 4 x 8 12.57 Good 07/24/19 08/21/19 28 T890 4 x 8 12.57 Good 07/24/19 08/21/19 28 T891 4 x 8 12.57 Good 07/24/19 08/21/19 28 Slump (in.)7, 6 Air Temp. (F.)66 Conc Temp (F)79 Truck No.200 Ticket No.9002 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD level 64 at 37 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T872 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 44,000 3,500 1 T873 4.00 x 8.00 12.57 Good 07/24/19 08/07/19 14 57,500 4,570 1 T874 4 x 8 12.57 Good 07/24/19 08/21/19 28 T875 4 x 8 12.57 Good 07/24/19 08/21/19 28 T876 4 x 8 12.57 Good 07/24/19 08/21/19 28 Slump (in.)7, 6 Air Temp. (F.)67 Conc Temp (F)80 Truck No.253 Ticket No.9029 Time 8:35 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD level 64 at 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T902 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 45,000 3,580 2 T903 4.00 x 8.00 12.57 Good 07/24/19 08/07/19 14 55,000 4,380 2 T904 4 x 8 12.57 Good 07/24/19 08/21/19 28 T905 4 x 8 12.57 Good 07/24/19 08/21/19 28 T906 4 x 8 12.57 Good 07/24/19 08/21/19 28 Slump (in.)* Air Temp. (F.)73 Conc Temp (F)79 Truck No.188 Ticket No.9039 Time 9:35 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD level 64 at 49 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T892 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 42,000 3,340 1 T893 4.00 x 8.00 12.57 Good 07/24/19 08/07/19 14 55,000 4,380 1 T894 4 x 8 12.57 Good 07/24/19 08/21/19 28 T895 4 x 8 12.57 Good 07/24/19 08/21/19 28 T896 4 x 8 12.57 Good 07/24/19 08/21/19 28 Slump (in.)6, 5 Air Temp. (F.)73 Conc Temp (F)81 Truck No.249 Ticket No.9050 Time 10:35 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Two slumps set 3 - 6 1/2, 5/2. Same day call in. Cylinders received on 7-28-19. Inspector Premium Travel Name Time Hours Time D. Montello No Min Day .5 Hr(s) Zean Bradley No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD level 64 at 19-53 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019 Report No.29 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:5000# 3/8"No. Of Sets: 4 165CUBIC YARDS: SET 1 LOCATION:SOD level 64 at 31 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T887 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 46,500 3,700 2 T888 4 x 8 12.57 Good 07/24/19 08/07/19 14 T889 4 x 8 12.57 Good 07/24/19 08/21/19 28 T890 4 x 8 12.57 Good 07/24/19 08/21/19 28 T891 4 x 8 12.57 Good 07/24/19 08/21/19 28 Slump (in.)7, 6 Air Temp. (F.)66 Conc Temp (F)79 Truck No.200 Ticket No.9002 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD level 64 at 37 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T872 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 44,000 3,500 1 T873 4 x 8 12.57 Good 07/24/19 08/07/19 14 T874 4 x 8 12.57 Good 07/24/19 08/21/19 28 T875 4 x 8 12.57 Good 07/24/19 08/21/19 28 T876 4 x 8 12.57 Good 07/24/19 08/21/19 28 Slump (in.)7, 6 Air Temp. (F.)67 Conc Temp (F)80 Truck No.253 Ticket No.9029 Time 8:35 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD level 64 at 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T902 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 45,000 3,580 2 T903 4 x 8 12.57 Good 07/24/19 08/07/19 14 T904 4 x 8 12.57 Good 07/24/19 08/21/19 28 T905 4 x 8 12.57 Good 07/24/19 08/21/19 28 T906 4 x 8 12.57 Good 07/24/19 08/21/19 28 Slump (in.)* Air Temp. (F.)73 Conc Temp (F)79 Truck No.188 Ticket No.9039 Time 9:35 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD level 64 at 49 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T892 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 42,000 3,340 1 T893 4 x 8 12.57 Good 07/24/19 08/07/19 14 T894 4 x 8 12.57 Good 07/24/19 08/21/19 28 T895 4 x 8 12.57 Good 07/24/19 08/21/19 28 T896 4 x 8 12.57 Good 07/24/19 08/21/19 28 Slump (in.)6, 5 Air Temp. (F.)73 Conc Temp (F)81 Truck No.249 Ticket No.9050 Time 10:35 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Two slumps set 3 - 6 1/2, 5/2. Same day call in. Cylinders received on 7-28-19. Inspector Premium Travel Name Time Hours Time D. Montello No Min Day .5 Hr(s) Zean Bradley No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD level 64 at 19-53 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019 Report No.29 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:5000# 3/8"No. Of Sets: 4 165CUBIC YARDS: SET 1 LOCATION:SOD level 64 at 31 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T887 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 46,500 3,700 2 T888 4.00 x 8.00 12.57 Good 07/24/19 08/07/19 14 58,000 4,610 2 T889 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 75,000 5,970 1 T890 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 76,000 6,050 2 T891 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 78,000 6,210 1 Slump (in.)7, 6 Air Temp. (F.)66 Conc Temp (F)79 Truck No.200 Ticket No.9002 Time 8:00 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:SOD level 64 at 37 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T872 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 44,000 3,500 1 T873 4.00 x 8.00 12.57 Good 07/24/19 08/07/19 14 57,500 4,570 1 T874 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 70,000 5,570 2 T875 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 67,500 5,370 1 T876 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 69,000 5,490 2 Slump (in.)7, 6 Air Temp. (F.)67 Conc Temp (F)80 Truck No.253 Ticket No.9029 Time 8:35 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:SOD level 64 at 44 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T902 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 45,000 3,580 2 T903 4.00 x 8.00 12.57 Good 07/24/19 08/07/19 14 55,000 4,380 2 T904 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 71,000 5,650 1 T905 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 68,000 5,410 1 T906 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 71,000 5,650 2 Slump (in.)* Air Temp. (F.)73 Conc Temp (F)79 Truck No.188 Ticket No.9039 Time 9:35 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:SOD level 64 at 49 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type T892 4.00 x 8.00 12.57 Good 07/24/19 07/31/19 7 42,000 3,340 1 T893 4.00 x 8.00 12.57 Good 07/24/19 08/07/19 14 55,000 4,380 1 T894 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 67,000 5,330 1 T895 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 70,000 5,570 2 T896 4.00 x 8.00 12.57 Good 07/24/19 08/21/19 28 69,500 5,530 1 Slump (in.)6, 5 Air Temp. (F.)73 Conc Temp (F)81 Truck No.249 Ticket No.9050 Time 10:35 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*Two slumps set 3 - 6 1/2, 5/2. Same day call in. Cylinders received on 7-28-19. Inspector Premium Travel Name Time Hours Time D. Montello No Min Day .5 Hr(s) Zean Bradley No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019Compressive Strength Report - Concrete Report No.29 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:SOD level 64 at 19-53 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 to 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 07-24-2019 Report No.29 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Compressive Strength Report - Concrete Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. MacLellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 40CUBIC YARDS: SET 1 LOCATION:Footing - Line B at 11.5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Q374 4.00 x 8.00 12.57 Good 10/09/18 10/16/18 7 35,000 2,780 2 Q375 4 x 8 12.57 Good 10/09/18 10/23/18 14 Q376 4 x 8 12.57 Good 10/09/18 11/06/18 28 Q377 4 x 8 12.57 Good 10/09/18 11/06/18 28 Slump (in.)6 Air Temp. (F.)79 Conc Temp (F)71 Truck No.179 Ticket No.4422 Time 1:26 Unit Wt lbs/cu ft Air Content (%)6.9 GENERAL REMARKS:*MR, EA Inspector Premium Travel Name Time Hours Time Greg Quinno No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Compressive Strength Report - Concrete Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. MacLellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Compressive Strength Report - Concrete Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. MacLellan FIELD SUMMARY REPORT Total Pour:Footing - Line B-K.6 at 1-12 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Caps Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018 Report No.3 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Compressive Strength Report - Concrete Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. MacLellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 40CUBIC YARDS: SET 1 LOCATION:Footing - Line B at 11.5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Q374 4.00 x 8.00 12.57 Good 10/09/18 10/16/18 7 35,000 2,780 2 Q375 4.00 x 8.00 12.57 Good 10/09/18 10/23/18 14 46,500 3,700 1 Q376 4 x 8 12.57 Good 10/09/18 11/06/18 28 Q377 4 x 8 12.57 Good 10/09/18 11/06/18 28 Slump (in.)6 Air Temp. (F.)79 Conc Temp (F)71 Truck No.179 Ticket No.4422 Time 1:26 Unit Wt lbs/cu ft Air Content (%)6.9 GENERAL REMARKS:*MR, EA Inspector Premium Travel Name Time Hours Time Greg Quinno No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Compressive Strength Report - Concrete Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. MacLellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Compressive Strength Report - Concrete Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. MacLellan FIELD SUMMARY REPORT Total Pour:Footing - Line B-K.6 at 1-12 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Caps Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018 Report No.3 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Compressive Strength Report - Concrete Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. MacLellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-231 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 40CUBIC YARDS: SET 1 LOCATION:Footing - Line B at 11.5 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Q374 4.00 x 8.00 12.57 Good 10/09/18 10/16/18 7 35,000 2,780 2 Q375 4.00 x 8.00 12.57 Good 10/09/18 10/23/18 14 46,500 3,700 1 Q376 4.00 x 8.00 12.57 Good 10/09/18 11/06/18 28 54,000 4,300 1 Q377 4.00 x 8.00 12.57 Good 10/09/18 11/06/18 28 57,500 4,570 2 Slump (in.)6 Air Temp. (F.)79 Conc Temp (F)71 Truck No.179 Ticket No.4422 Time 1:26 Unit Wt lbs/cu ft Air Content (%)6.9 GENERAL REMARKS:*MR, EA Inspector Premium Travel Name Time Hours Time Greg Quinno No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Compressive Strength Report - Concrete Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. MacLellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018Compressive Strength Report - Concrete Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. MacLellan FIELD SUMMARY REPORT Total Pour:Footing - Line B-K.6 at 1-12 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Caps Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-09-2018 Report No.3 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-11-2018Concrete Field Report Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported one set of cylinders cast on 10/09/2018 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Jeffery Maddaleni No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Reinforcing Steel Report Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault TIME OF INSPECTION:12:00 pm TIME OF CONCRETE PLACEMENT: SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):18-3047 dated 8-24-18; R-1 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: Wall, line 22-29 at A, F-H3 REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )X X X X X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mark Geraci No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Reinforcing Steel Report Report No.3 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 09-24-2019Compressive Strength Report - Concrete Report No.30 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 26CUBIC YARDS: SET 1 LOCATION:Garage piers: 11-21 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V044 4.00 x 8.00 12.57 Good 09/24/19 10/01/19 7 45,000 3,580 3 V045 4.00 x 8.00 12.57 Good 09/24/19 10/08/19 14 56,000 4,460 2 V046 4 x 8 12.57 Good 09/24/19 10/22/19 28 V047 4 x 8 12.57 Good 09/24/19 10/22/19 28 V048 4 x 8 12.57 Good 09/24/19 10/22/19 28 Slump (in.)5 1/2 Air Temp. (F.)75 Conc Temp (F)83 Truck No.254 Ticket No.2143 Time 1:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Same Day Call In. Cylinders received on 9/26/19. Inspector Premium Travel Name Time Hours Time Conner Welch No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 09-24-2019Compressive Strength Report - Concrete Report No.30 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 09-24-2019Compressive Strength Report - Concrete Report No.30 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Garage piers: 11-21 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 - 7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 09-24-2019 Report No.30 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 09-24-2019Compressive Strength Report - Concrete Report No.30 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 26CUBIC YARDS: SET 1 LOCATION:Garage piers: 11-21 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V044 4.00 x 8.00 12.57 Good 09/24/19 10/01/19 7 45,000 3,580 3 V045 4 x 8 12.57 Good 09/24/19 10/08/19 14 V046 4 x 8 12.57 Good 09/24/19 10/22/19 28 V047 4 x 8 12.57 Good 09/24/19 10/22/19 28 V048 4 x 8 12.57 Good 09/24/19 10/22/19 28 Slump (in.)5 1/2 Air Temp. (F.)75 Conc Temp (F)83 Truck No.254 Ticket No.2143 Time 1:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Same Day Call In. Cylinders received on 9/26/19. Inspector Premium Travel Name Time Hours Time Conner Welch No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 09-24-2019Compressive Strength Report - Concrete Report No.30 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 09-24-2019Compressive Strength Report - Concrete Report No.30 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Garage piers: 11-21 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 - 7 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 09-24-2019 Report No.30 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-11-2020Compressive Strength Report - Concrete Report No.31 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/8"No. Of Sets: 6 275CUBIC YARDS: SET 1 LOCATION:Slab on deck, slab 23, Southwest corner Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Q799 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 34,000 2,700 2 Q800 4 x 8 12.57 Good 02/11/20 02/25/20 14 Q801 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q802 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q803 4 x 8 12.57 Good 02/11/20 03/10/20 28 Slump (in.)8 Air Temp. (F.)37 Conc Temp (F)78 Truck No.242 Ticket No.168039 Time 5:05 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Slab on deck, slab 23, West wall Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Q794 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 45,000 3,580 6 Q795 4 x 8 12.57 Good 02/11/20 02/25/20 14 Q796 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q797 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q798 4 x 8 12.57 Good 02/11/20 03/10/20 28 Slump (in.)7 1/4 Air Temp. (F.)37 Conc Temp (F)79 Truck No.231 Ticket No.168043 Time 5:45 Unit Wt lbs/cu ft Air Content (%) SET 3 LOCATION:Slab on deck, slab 23, Northwest Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Q874 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 37,500 2,980 6 Q875 4 x 8 12.57 Good 02/11/20 02/25/20 14 Q876 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q877 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q878 4 x 8 12.57 Good 02/11/20 03/10/20 28 Slump (in.)7 Air Temp. (F.)37 Conc Temp (F)78 Truck No.242 Ticket No.168048 Time 6:45 Unit Wt lbs/cu ft Air Content (%) SET 4 LOCATION:Slab on deck, slab 23, Southeast Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-11-2020Compressive Strength Report - Concrete Report No.31 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Q804 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 37,500 2,980 3 Q805 4 x 8 12.57 Good 02/11/20 02/25/20 14 Q806 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q807 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q808 4 x 8 12.57 Good 02/11/20 03/10/20 28 Slump (in.)7 1/2 Air Temp. (F.)37 Conc Temp (F)77 Truck No.231 Ticket No.168053 Time 7:25 Unit Wt lbs/cu ft Air Content (%) SET 5 LOCATION:Slab on deck, slab 23, Northeast Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Q824 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 35,000 2,780 6 Q825 4 x 8 12.57 Good 02/11/20 02/25/20 14 Q826 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q827 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q828 4 x 8 12.57 Good 02/11/20 03/10/20 28 Slump (in.)7 1/2 Air Temp. (F.)39 Conc Temp (F)79 Truck No.200 Ticket No.168060 Time 8:40 Unit Wt lbs/cu ft Air Content (%) SET 6 LOCATION:Slab on deck, slab 23, East Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Q809 4.00 x 8.00 12.57 Good 02/11/20 02/18/20 7 35,000 2,780 6 Q810 4 x 8 12.57 Good 02/11/20 02/25/20 14 Q811 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q812 4 x 8 12.57 Good 02/11/20 03/10/20 28 Q813 4 x 8 12.57 Good 02/11/20 03/10/20 28 Slump (in.)7 1/2 Air Temp. (F.)39 Conc Temp (F)78 Truck No.232 Ticket No.168068 Time 9:35 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 02/12/2020; early morning rate charged 4:30 AM to 7:00 AM. Inspector Premium Travel Name Time Hours Time Thomas Cunningham No Max Day .5 Hr(s) Mark Geraci No Max Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-11-2020Compressive Strength Report - Concrete Report No.31 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-11-2020Compressive Strength Report - Concrete Report No.31 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Slab on deck, slab 23 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer Field X Other Inside building Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)6-8 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-11-2020 Report No.31 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 6 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 02-11-2020 Report No.31 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Compressive Strength Report - Concrete Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.MacLellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 18CUBIC YARDS: SET 1 LOCATION:Wall, line 22-29 at A, F-H3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V056 4.00 x 8.00 12.57 Good 10/18/18 10/25/18 7 32,000 2,550 1 V057 4.00 x 8.00 12.57 Good 10/18/18 11/01/18 14 45,000 3,580 2 V058 4.00 x 8.00 12.57 Good 10/18/18 11/15/18 28 58,000 4,610 1 V059 4.00 x 8.00 12.57 Good 10/18/18 11/15/18 28 60,500 4,810 2 V060 4.00 x 8.00 12.57 Good 10/18/18 11/15/18 28 57,500 4,570 1 Slump (in.)6 Air Temp. (F.)45 Conc Temp (F)57 Truck No.186 Ticket No.4551 Time 2:10 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MR Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Compressive Strength Report - Concrete Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.MacLellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Compressive Strength Report - Concrete Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.MacLellan FIELD SUMMARY REPORT Total Pour:Wall, line 22-29 at A, F-H3 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer Field X Other Styrofoam Placement Protection:Thermal Blankets Heat None OtherX Styrofoam box Slump Specification (in.)6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018 Report No.4 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Compressive Strength Report - Concrete Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.MacLellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 18CUBIC YARDS: SET 1 LOCATION:Wall, line 22-29 at A, F-H3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V056 4.00 x 8.00 12.57 Good 10/18/18 10/25/18 7 32,000 2,550 1 V057 4.00 x 8.00 12.57 Good 10/18/18 11/01/18 14 45,000 3,580 2 V058 4 x 8 12.57 Good 10/18/18 11/15/18 28 V059 4 x 8 12.57 Good 10/18/18 11/15/18 28 V060 4 x 8 12.57 Good 10/18/18 11/15/18 28 Slump (in.)6 Air Temp. (F.)45 Conc Temp (F)57 Truck No.186 Ticket No.4551 Time 2:10 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MR Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Compressive Strength Report - Concrete Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.MacLellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Compressive Strength Report - Concrete Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.MacLellan FIELD SUMMARY REPORT Total Pour:Wall, line 22-29 at A, F-H3 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer Field X Other Styrofoam Placement Protection:Thermal Blankets Heat None OtherX Styrofoam box Slump Specification (in.)6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018 Report No.4 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Compressive Strength Report - Concrete Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.MacLellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 18CUBIC YARDS: SET 1 LOCATION:Wall, line 22-29 at A, F-H3 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V056 4.00 x 8.00 12.57 Good 10/18/18 10/25/18 7 32,000 2,550 1 V057 4 x 8 12.57 Good 10/18/18 11/01/18 14 V058 4 x 8 12.57 Good 10/18/18 11/15/18 28 V059 4 x 8 12.57 Good 10/18/18 11/15/18 28 V060 4 x 8 12.57 Good 10/18/18 11/15/18 28 Slump (in.)6 Air Temp. (F.)45 Conc Temp (F)57 Truck No.186 Ticket No.4551 Time 2:10 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MR Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Compressive Strength Report - Concrete Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.MacLellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018Compressive Strength Report - Concrete Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.MacLellan FIELD SUMMARY REPORT Total Pour:Wall, line 22-29 at A, F-H3 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer Field X Other Styrofoam Placement Protection:Thermal Blankets Heat None OtherX Styrofoam box Slump Specification (in.)6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-18-2018 Report No.4 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-17-2018Concrete Field Report Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 10/16/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Alex Garcia No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-29-2020IFC FIRESTOPPING INSPECTION Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME:6:30 AM CONTACT:Dennis Prescott SUMMARY: Attached is the IFC firestopping inspection report prepared by UTS inspector Eric McFadden for the above project. GENERAL REMARKS:IFC Firestopping Inspection Inspector Premium Travel Name Time Hours Time Eric McFadden No 4.00 .5 Hr(s) REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings UTS of Massachusetts, Inc. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-29-2020 Report No.4 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-29-2020 Report No.4 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-29-2020 Report No.4 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment UTS of Massachusetts, Inc. Page 5 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 01-29-2020 Report No.4 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Reinforcing Steel Report Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault TIME OF INSPECTION:11:00 AM TIME OF CONCRETE PLACEMENT:2:50 PM SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):R-1, rev. #6, dated 08/17/2017 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: Footing, column lines A20-A32 REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )X X X X X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Tory Ward No Max Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Reinforcing Steel Report Report No.4 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Compressive Strength Report - Concrete Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 22CUBIC YARDS: SET 1 LOCATION:Footing, column line A20 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type S460 4.00 x 8.00 12.57 Good 10/16/18 10/23/18 7 27,000 2,150 1 S461 4 x 8 12.57 Good 10/16/18 10/30/18 14 S462 4 x 8 12.57 Good 10/16/18 11/13/18 28 S463 4 x 8 12.57 Good 10/16/18 11/13/18 28 S464 4 x 8 12.57 Good 10/16/18 11/13/18 28 Slump (in.)4 1/2 Air Temp. (F.)55 Conc Temp (F)61 Truck No.179 Ticket No.084494 Time 2:50 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Tory Ward No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Compressive Strength Report - Concrete Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Compressive Strength Report - Concrete Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines A20-A32 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018 Report No.5 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Compressive Strength Report - Concrete Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 22CUBIC YARDS: SET 1 LOCATION:Footing, column line A20 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type S460 4.00 x 8.00 12.57 Good 10/16/18 10/23/18 7 27,000 2,150 1 S461 4.00 x 8.00 12.57 Good 10/16/18 10/30/18 14 37,500 2,980 2 S462 4.00 x 8.00 12.57 Good 10/16/18 11/13/18 28 50,000 3,980 1 S463 4.00 x 8.00 12.57 Good 10/16/18 11/13/18 28 48,000 3,820 2 S464 4.00 x 8.00 12.57 Good 10/16/18 11/13/18 28 51,000 4,060 1 Slump (in.)4 1/2 Air Temp. (F.)55 Conc Temp (F)61 Truck No.179 Ticket No.084494 Time 2:50 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Tory Ward No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Compressive Strength Report - Concrete Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Compressive Strength Report - Concrete Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines A20-A32 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018 Report No.5 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Compressive Strength Report - Concrete Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 22CUBIC YARDS: SET 1 LOCATION:Footing, column line A20 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type S460 4.00 x 8.00 12.57 Good 10/16/18 10/23/18 7 27,000 2,150 1 S461 4.00 x 8.00 12.57 Good 10/16/18 10/30/18 14 37,500 2,980 2 S462 4 x 8 12.57 Good 10/16/18 11/13/18 28 S463 4 x 8 12.57 Good 10/16/18 11/13/18 28 S464 4 x 8 12.57 Good 10/16/18 11/13/18 28 Slump (in.)4 1/2 Air Temp. (F.)55 Conc Temp (F)61 Truck No.179 Ticket No.084494 Time 2:50 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Tory Ward No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Compressive Strength Report - Concrete Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018Compressive Strength Report - Concrete Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, column lines A20-A32 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-16-2018 Report No.5 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-22-2018Concrete Field Report Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 2 sets of cylinders 1 cast on 10/18/18 and 1 cast on 10/19/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Alex Garcia No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Reinforcing Steel Report Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault TIME OF INSPECTION:12:30 pm TIME OF CONCRETE PLACEMENT:4:25 pm SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):R1.6, dated 8-17-17 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: Footing, line 7 at N-M, 7 at U-M REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )X X X X X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Tory Ward No Max Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Reinforcing Steel Report Report No.5 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Compressive Strength Report - Concrete Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 28CUBIC YARDS: SET 1 LOCATION:Footing, line 7 at N-M Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V061 4.00 x 8.00 12.57 Good 10/19/18 10/26/18 7 29,000 2,310 1 V062 4.00 x 8.00 12.57 Good 10/19/18 11/02/18 14 48,000 3,820 1 V063 4.00 x 8.00 12.57 Good 10/19/18 11/16/18 28 58,500 4,650 2 V064 4.00 x 8.00 12.57 Good 10/19/18 11/16/18 28 58,000 4,610 1 V065 4.00 x 8.00 12.57 Good 10/19/18 11/16/18 28 54,000 4,300 2 Slump (in.)4 1/2 Air Temp. (F.)56 Conc Temp (F)59 Truck No.200 Ticket No.4586 Time 4:35 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Tory Ward No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Compressive Strength Report - Concrete Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Compressive Strength Report - Concrete Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, line 7 at N-M, 7 at U-M Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other:Manual Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018 Report No.6 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Compressive Strength Report - Concrete Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 28CUBIC YARDS: SET 1 LOCATION:Footing, line 7 at N-M Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V061 4.00 x 8.00 12.57 Good 10/19/18 10/26/18 7 29,000 2,310 1 V062 4.00 x 8.00 12.57 Good 10/19/18 11/02/18 14 48,000 3,820 1 V063 4 x 8 12.57 Good 10/19/18 11/16/18 28 V064 4 x 8 12.57 Good 10/19/18 11/16/18 28 V065 4 x 8 12.57 Good 10/19/18 11/16/18 28 Slump (in.)4 1/2 Air Temp. (F.)56 Conc Temp (F)59 Truck No.200 Ticket No.4586 Time 4:35 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Tory Ward No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Compressive Strength Report - Concrete Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Compressive Strength Report - Concrete Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, line 7 at N-M, 7 at U-M Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other:Manual Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018 Report No.6 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Compressive Strength Report - Concrete Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 28CUBIC YARDS: SET 1 LOCATION:Footing, line 7 at N-M Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type V061 4.00 x 8.00 12.57 Good 10/19/18 10/26/18 7 29,000 2,310 1 V062 4 x 8 12.57 Good 10/19/18 11/02/18 14 V063 4 x 8 12.57 Good 10/19/18 11/16/18 28 V064 4 x 8 12.57 Good 10/19/18 11/16/18 28 V065 4 x 8 12.57 Good 10/19/18 11/16/18 28 Slump (in.)4 1/2 Air Temp. (F.)56 Conc Temp (F)59 Truck No.200 Ticket No.4586 Time 4:35 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Tory Ward No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Compressive Strength Report - Concrete Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018Compressive Strength Report - Concrete Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footing, line 7 at N-M, 7 at U-M Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other:Manual Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-19-2018 Report No.6 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-25-2018Concrete Field Report Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 10/23/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Justin Morales No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-25-2018Concrete Field Report Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 10/23/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Justin Morales No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Reinforcing Steel Report Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault/Jason Blaise TIME OF INSPECTION:12:00 pm TIME OF CONCRETE PLACEMENT:12:30 pm SPECIFICATION:ASTM A615 Grade 40 Grade 60 x Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS:S1.02, S2.01 REVISION NUMBER:DATED: SHOP DRAWING(S): PROJECT SPECIFICATIONS:03300 OTHER: xDRAWINGS STAMPED:YES NO AREA REVIEWED: Footings: column lines M1-G at 1-16; REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )x x x x x Clearance x Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)x Bar Supports x Bar Spacing x Bar Quantity x Placement and tying x X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Rocky Benedetto No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Reinforcing Steel Report Report No.6 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018Compressive Strength Report - Concrete Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 17CUBIC YARDS: SET 1 LOCATION:V10 and M7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type W783 4.00 x 8.00 12.57 Good 10/23/18 10/30/18 7 32,000 2,550 1 W784 4.00 x 8.00 12.57 Good 10/23/18 11/06/18 14 44,000 3,500 1 W785 4.00 x 8.00 12.57 Good 10/23/18 11/20/18 28 59,000 4,690 2 W786 4.00 x 8.00 12.57 Good 10/23/18 11/20/18 28 58,500 4,650 2 W787 4.00 x 8.00 12.57 Good 10/23/18 11/20/18 28 56,000 4,460 1 Slump (in.)6 Air Temp. (F.)54 Conc Temp (F)60 Truck No.180 Ticket No.4628 Time 1:30 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR. Same day call in. Inspector Premium Travel Name Time Hours Time Mark Geraci No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018Compressive Strength Report - Concrete Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018Compressive Strength Report - Concrete Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, V10-M7 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Styrofoam on top, plastic bag Slump Specification (in.)6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018 Report No.7 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018Compressive Strength Report - Concrete Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 17CUBIC YARDS: SET 1 LOCATION:V10 and M7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type W783 4.00 x 8.00 12.57 Good 10/23/18 10/30/18 7 32,000 2,550 1 W784 4.00 x 8.00 12.57 Good 10/23/18 11/06/18 14 44,000 3,500 1 W785 4 x 8 12.57 Good 10/23/18 11/20/18 28 W786 4 x 8 12.57 Good 10/23/18 11/20/18 28 W787 4 x 8 12.57 Good 10/23/18 11/20/18 28 Slump (in.)6 Air Temp. (F.)54 Conc Temp (F)60 Truck No.180 Ticket No.4628 Time 1:30 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR. Same day call in. Inspector Premium Travel Name Time Hours Time Mark Geraci No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018Compressive Strength Report - Concrete Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018Compressive Strength Report - Concrete Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, V10-M7 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Styrofoam on top, plastic bag Slump Specification (in.)6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018 Report No.7 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018Compressive Strength Report - Concrete Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4" *No. Of Sets:1 17CUBIC YARDS: SET 1 LOCATION:V10 and M7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type W783 4.00 x 8.00 12.57 Good 10/23/18 10/30/18 7 32,000 2,550 1 W784 4 x 8 12.57 Good 10/23/18 11/06/18 14 W785 4 x 8 12.57 Good 10/23/18 11/20/18 28 W786 4 x 8 12.57 Good 10/23/18 11/20/18 28 W787 4 x 8 12.57 Good 10/23/18 11/20/18 28 Slump (in.)6 Air Temp. (F.)54 Conc Temp (F)60 Truck No.180 Ticket No.4628 Time 1:30 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR. Same day call in. Inspector Premium Travel Name Time Hours Time Mark Geraci No Min Day .5 Hr(s) REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018Compressive Strength Report - Concrete Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018Compressive Strength Report - Concrete Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, V10-M7 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Styrofoam on top, plastic bag Slump Specification (in.)6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-23-2018 Report No.7 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-30-2018Concrete Field Report Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 1 set of cylinders cast on 10/26/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Reinforcing Steel Report Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Dazle TIME OF INSPECTION:7:00 AM TIME OF CONCRETE PLACEMENT:8:00 AM SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):R1, dated 08/24/2018 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: Wall, HS102 - all walls REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )X X X X X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mark Geraci No Max Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Reinforcing Steel Report Report No.7 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Compressive Strength Report - Concrete Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 10CUBIC YARDS: SET 1 LOCATION:Footing: column line K.7 at 7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Z718 4.00 x 8.00 12.57 Good 10/26/18 11/02/18 7 31,000 2,470 2 Z719 4.00 x 8.00 12.57 Good 10/26/18 11/09/18 14 41,000 3,260 2 Z720 4.00 x 8.00 12.57 Good 10/26/18 11/23/18 28 52,000 4,140 1 Z721 4.00 x 8.00 12.57 Good 10/26/18 11/23/18 28 50,500 4,020 2 Z722 4.00 x 8.00 12.57 Good 10/26/18 11/23/18 28 53,000 4,220 1 Slump (in.)4 Air Temp. (F.)44 Conc Temp (F)57 Truck No.241 Ticket No.6956 Time 1:05 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 10/31/18. Inspector Premium Travel Name Time Hours Time Rocky Benedetto No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Compressive Strength Report - Concrete Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Compressive Strength Report - Concrete Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footings: column line M1-G at 1-16 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 - 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018 Report No.8 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Compressive Strength Report - Concrete Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 10CUBIC YARDS: SET 1 LOCATION:Footing: column line K.7 at 7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Z718 4.00 x 8.00 12.57 Good 10/26/18 11/02/18 7 31,000 2,470 2 Z719 4.00 x 8.00 12.57 Good 10/26/18 11/09/18 14 41,000 3,260 2 Z720 4 x 8 12.57 Good 10/26/18 11/23/18 28 Z721 4 x 8 12.57 Good 10/26/18 11/23/18 28 Z722 4 x 8 12.57 Good 10/26/18 11/23/18 28 Slump (in.)4 Air Temp. (F.)44 Conc Temp (F)57 Truck No.241 Ticket No.6956 Time 1:05 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 10/31/18. Inspector Premium Travel Name Time Hours Time Rocky Benedetto No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Compressive Strength Report - Concrete Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Compressive Strength Report - Concrete Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footings: column line M1-G at 1-16 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 - 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018 Report No.8 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Compressive Strength Report - Concrete Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"No. Of Sets:1 10CUBIC YARDS: SET 1 LOCATION:Footing: column line K.7 at 7 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type Z718 4.00 x 8.00 12.57 Good 10/26/18 11/02/18 7 31,000 2,470 2 Z719 4 x 8 12.57 Good 10/26/18 11/09/18 14 Z720 4 x 8 12.57 Good 10/26/18 11/23/18 28 Z721 4 x 8 12.57 Good 10/26/18 11/23/18 28 Z722 4 x 8 12.57 Good 10/26/18 11/23/18 28 Slump (in.)4 Air Temp. (F.)44 Conc Temp (F)57 Truck No.241 Ticket No.6956 Time 1:05 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:Cylinders received on 10/31/18. Inspector Premium Travel Name Time Hours Time Rocky Benedetto No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Compressive Strength Report - Concrete Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018Compressive Strength Report - Concrete Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Footings: column line M1-G at 1-16 Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat NoneX Other Slump Specification (in.)4 - 6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-26-2018 Report No.8 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-01-2018Concrete Field Report Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 2 sets of cylinders cast on 10/31/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Reinforcing Steel Report Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault TIME OF INSPECTION:7:00 AM TIME OF CONCRETE PLACEMENT:Unscheduled SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):R1-R9 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: Wall foundation: lines Y3/51-39, Y3/Z6/51, W/15-Z6; REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )X X X X X Clearance X Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)X Bar Supports X Bar Spacing X Bar Quantity X Placement and tying X X The details in the above described area(s) were complete at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Reinforcing steel installation is complete and acceptable.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time L. Bastoni No Min Day .5 Hr(s) Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-16-2018Reinforcing Steel Report Report No.8 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Compressive Strength Report - Concrete Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:2 50CUBIC YARDS: SET 1 LOCATION:Wall, HS102 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type B061 4.00 x 8.00 12.57 Good 10/31/18 11/07/18 7 27,000 2,150 1 B062 4.00 x 8.00 12.57 Good 10/31/18 11/14/18 14 38,000 3,020 2 B063 4.00 x 8.00 12.57 Good 10/31/18 11/28/18 28 53,000 4,220 2 B064 4.00 x 8.00 12.57 Good 10/31/18 11/28/18 28 51,500 4,100 1 B065 4.00 x 8.00 12.57 Good 10/31/18 11/28/18 28 51,000 4,060 2 Slump (in.)5 1/2 Air Temp. (F.)30 Conc Temp (F)53 Truck No.233 Ticket No.027062 Time 9:20 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall, HS102 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type B056 4.00 x 8.00 12.57 Good 10/31/18 11/07/18 7 25,000 1,990 2 B057 4.00 x 8.00 12.57 Good 10/31/18 11/14/18 14 34,000 2,700 1 B058 4.00 x 8.00 12.57 Good 10/31/18 11/28/18 28 51,000 4,060 3 B059 4.00 x 8.00 12.57 Good 10/31/18 11/28/18 28 49,000 3,900 2 B060 4.00 x 8.00 12.57 Good 10/31/18 11/28/18 28 50,500 4,020 1 Slump (in.)5 1/2 Air Temp. (F.)36 Conc Temp (F)57 Truck No.243 Ticket No.027067 Time 11:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR, DCEM155. Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Compressive Strength Report - Concrete Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Compressive Strength Report - Concrete Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, HS102 - all walls Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Styrofoam box Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018 Report No.9 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Compressive Strength Report - Concrete Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:2 50CUBIC YARDS: SET 1 LOCATION:Wall, HS102 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type B061 4.00 x 8.00 12.57 Good 10/31/18 11/07/18 7 27,000 2,150 1 B062 4.00 x 8.00 12.57 Good 10/31/18 11/14/18 14 38,000 3,020 2 B063 4 x 8 12.57 Good 10/31/18 11/28/18 28 B064 4 x 8 12.57 Good 10/31/18 11/28/18 28 B065 4 x 8 12.57 Good 10/31/18 11/28/18 28 Slump (in.)5 1/2 Air Temp. (F.)30 Conc Temp (F)53 Truck No.233 Ticket No.027062 Time 9:20 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall, HS102 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type B056 4.00 x 8.00 12.57 Good 10/31/18 11/07/18 7 25,000 1,990 2 B057 4.00 x 8.00 12.57 Good 10/31/18 11/14/18 14 34,000 2,700 1 B058 4 x 8 12.57 Good 10/31/18 11/28/18 28 B059 4 x 8 12.57 Good 10/31/18 11/28/18 28 B060 4 x 8 12.57 Good 10/31/18 11/28/18 28 Slump (in.)5 1/2 Air Temp. (F.)36 Conc Temp (F)57 Truck No.243 Ticket No.027067 Time 11:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR, DCEM155. Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Compressive Strength Report - Concrete Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Compressive Strength Report - Concrete Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, HS102 - all walls Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Styrofoam box Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018 Report No.9 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Compressive Strength Report - Concrete Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064 C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: CLASS CONCRETE:3000# 3/4"*No. Of Sets:2 50CUBIC YARDS: SET 1 LOCATION:Wall, HS102 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type B061 4.00 x 8.00 12.57 Good 10/31/18 11/07/18 7 27,000 2,150 1 B062 4 x 8 12.57 Good 10/31/18 11/14/18 14 B063 4 x 8 12.57 Good 10/31/18 11/28/18 28 B064 4 x 8 12.57 Good 10/31/18 11/28/18 28 B065 4 x 8 12.57 Good 10/31/18 11/28/18 28 Slump (in.)5 1/2 Air Temp. (F.)30 Conc Temp (F)53 Truck No.233 Ticket No.027062 Time 9:20 Unit Wt lbs/cu ft Air Content (%) SET 2 LOCATION:Wall, HS102 Total Unit Lab Size Area Date Date Age Load Load Fracture No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type B056 4.00 x 8.00 12.57 Good 10/31/18 11/07/18 7 25,000 1,990 2 B057 4 x 8 12.57 Good 10/31/18 11/14/18 14 B058 4 x 8 12.57 Good 10/31/18 11/28/18 28 B059 4 x 8 12.57 Good 10/31/18 11/28/18 28 B060 4 x 8 12.57 Good 10/31/18 11/28/18 28 Slump (in.)5 1/2 Air Temp. (F.)36 Conc Temp (F)57 Truck No.243 Ticket No.027067 Time 11:40 Unit Wt lbs/cu ft Air Content (%) GENERAL REMARKS:*MRWR, DCEM155. Inspector Premium Travel Name Time Hours Time Mark Geraci No REVIEWED BY:Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Compressive Strength Report - Concrete Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is [25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018Compressive Strength Report - Concrete Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Concrete Co.J.G. Maclellan FIELD SUMMARY REPORT Total Pour:Wall, HS102 - all walls Method of Placement:Pump Chute Discharge Bucket OtherX Other: Vibrator OtherMethod of Concrete Consolidation:X Other: Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX Other Placement Protection:Thermal Blankets Heat None OtherX Styrofoam box Slump Specification (in.)4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 10-31-2018 Report No.9 Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 WashingtonAttachment -Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-21-2018Concrete Field Report Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction WEATHER: TIME: CONTACT: SUMMARY: Transported 2 sets of cylinders cast on 11/20/18 to the lab for testing. GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Alex Garcia No REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings Page 1 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Reinforcing Steel Report Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction CONTACT:Jeff Daigneault TIME OF INSPECTION:12:30 PM TIME OF CONCRETE PLACEMENT:1:00 PM SPECIFICATION:ASTM A615 Grade 40 Grade 60 X Grade 75 ASTM A616 Grade 50 Grade 60 ASTM A617 Grade 40 Grade 60 CONTRACT DRAWINGS: REVISION NUMBER:DATED: SHOP DRAWING(S):R1-R9, rev. 0 dated 8/7/18 PROJECT SPECIFICATIONS:03300 OTHER: XDRAWINGS STAMPED:YES NO AREA REVIEWED: Wall: lines I, 16-22; Z.3, I-J; Z.3-Y.3 at 30; Y.3, 30-30 (completed area of 11/27/18 placement); Wall: lines Y.3, 32-52 (in process area of future placement; a reinspection will be required before concrete placement); REVIEWEDATTRIBUTES: Yes No Coverage (Top Bottom and/or Inside Face Outside Face )x x x x x Clearance x Cleanliness (heavy rust, scale, mud, dirt, oil, etc. not permitted)x Bar Supports x Bar Spacing x Bar Quantity x Placement and tying x X The details in the above described area(s) were complete/in process at the time of this inspection. X The results of this inspection were discussed with the aforementioned contact persons prior to departure from the project site. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Report Date 11-27-2018Reinforcing Steel Report Report No.9 Distribution Copy Job Number 22528 Project 11 Dodge Street, Salem, MA Hampton Inn Salem & 231 Washington Contractor Opechee Construction Reinforcing steel installation for the 11/27/18 placement is complete and acceptable; installation for the future placement is in process, with a reinspection required prior to placement. NOTE: The areas inspected for today's concrete placement were only able to be viewed from the top of form staging as the wall forms had been closed prior to scheduling of this inspection. The writer also reviewed the reinforcing steel installation at lines Y.3, 32-52 and found wall steel to be approximately 50% complete, requiring a final inspection.GENERAL REMARKS: Inspector Premium Travel Name Time Hours Time Mike Garland No Min Day .5 Hr(s) REVIEWED BY:William P. Crabtree Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc:Dodge Area, llc Ken McClure Opechee Construction Jeff Daigneault Opechee Construction Jason Blaise City of Salem Steve Cummings