373 Highland Ave_9-28-23_ Soil Testing_ Transmittal Report Of Massachusetts
'The Construction Testing People'
0
Page 1
5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax)
Soil Testing Results -Transmittal Report Report Date 09-28-2023
Report No. 13
Distribution Copy
Job Number 27183
Project Tropical Products, 373 Highland Avenue
Salem, MA
Contractor Connolly Brothers Inc
Sample Submitted By Sample No. 826
. ® Our Representative: Char-es Lanier Date Submitted: 9/26/23
❑ Other:
Source of Sample
❑ On-Site Existing @ location:
® Off-Site Borrow from: Caruso, Revere, MA - Crushed Concrete
Proposed Use: Slab Base
Material Submitted As:
® Structural/Granular Fill: structural Fill
❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect)
❑ Gravel Borrow: MHD M1.03.0 Type:
❑ Processed Gravel For Base Course: MHD M1.03.1
❑ Sand Borrow: MHD M1.09.0 Type:
❑ Reclaimed Pavement Borrow for Base Course: MHD M1.11.0
❑ Crushed Stone: MHD M2.01.0
❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7
❑ Common Borrow:
❑ Drainage Fill:
❑ Other:
Requested Testing
❑ Atterberg Limits ® Gradation Analysis ❑ Hydrometer
® Modified Proctor ❑ Permeability ® Wash Sieve Analysis
❑ Other:
Material Classification:Crushed Concrete
Project Specification Conformance Results
® Does conform: Structural Fill per Geotechnical Report.
❑ Does NOT conform:
❑ Marginally does not'conform...Basis:
❑ No Specifications provided to our office.
❑ Specifications provided to our office but sample not submitted to a specific use.
❑ Sample submitted without indication of intended use and without specifications.
GENERAL REMARKS: Amended report 9/29/23 - added contractor and project number to proctor.
REVIEWED BY: Geotechnical Department ^ I
Our reports are available in PDF form via email. Please email us at reports@utsofmsss.com for —more information.
" Of Massachusetts
'The Construction Testing People'
Page 2
5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax)
Soil Testing Results -Transmittal Report Report Date 09-28-2023
Report No. 13
Distribution Copy Job Number 27183
Project Tropical Products, 373 Highland Avenue
Salem, MA
Contractor Connolly Brothers Inc
cc: City of Salem Greg Salamida
Connolly Brothers Inc Robert Spence
Connolly Brothers Inc Matthew Lawton
TF Moran Kyle Roy
Geotechnical Services Inc Glen Zoladz
City of Salem Voula Orfanos
Cumming Group Joe Vickery
Connolly Brothers Inc Chris Benton
UTS of Massachusetts, Inc. Page 3
5 Richardson Lane,Stoneham,MA 02180 781.438-7755(Voice)781-438-6216(Fax)
Report Date 09-28-2023
Report No. 13
Job Number 27183
Project Tropical Products, 373 Highland Avenue
Attachment Salem, MA
Particle Size Distribution Report
100 FI I .T. T
90
e0
70
I
Z I I I I I I
Z
w I I
w I ` ,*
30
I I I I I I I I I I
20
ID
0
flo 10 0.01 0.001
GRAIN SIZE-mm
x•3^ onrvel x Send x n as
Caere! FIM COaM Aladlwn FIM set CN
0.0 16.7 40.4 13.3 16.9 6.9 5.l;
81EVE PERCENT SPEC.' PASS? Material DeserlDWn
312E FINER PERCENT (X-NO) F-C GRAVEL,AND SAND,TRACE SILT
1-1/2" 100.0
I" 94.7
3/4" 83.3
3/8" 55.2 PL= NP LL-- NV Limits
Pl� NP
#4 42.9 30.0.80.0
#10 29.6 Coe@blents
#20 18.1 D90=22.2049 085= 19.7608 Do)= 11.0224
#40 12.7 10.0-50.0 D50=7.6508 D30=2.0499 D11 0.5942
#50 10.7 D10=0.2564 Cu= 42.99 Cc-: 1.49
# 00 .1 Classification
5
00 .8 0.0-10.0 USCS= GW-GM AASHTO= AI-a
Remarks
F.M.=5.30
TROPICAL PRODUCTS,SALEM,MA STRUCTUAL FILL PER GSI G.T.REPORT
Source 01 Sempl0:AGGREGATE INDUSTRIES,SWAMPSCOTT,MA-1 1/2"DENSE GRADE
Sample NumtNK:825 Da p: 9/28/2023
UTS OF MASSACHUSETTS, INC. Client: CONNOLLY BROTHERS INC.
5 Richardson Lane Project TROPICAL PRODUCTS,373 HIGHLAND Ai :SALEM],
lENUE,
MA
Stoneham,MA D2f$0 -Protect No: 27183 FI u e
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane,Stoneham,MA 02180 781-438.7755(Voice)781-438.6216(Fax)
Report Date 09-28-2023
Report No. 13
Job Number 27183
Project Tropical Products, 373 Highland Avenue
Attachment Salem, MA
COMPACTION TEST REPORT
152.5
150
14T5
w
r
0
145
i
142.5
ZAV for
P.G.=
2.95
140 11111
4 5 6 7 8 9 10
Water content,%
t-Rode Corrected ---p—-Uncorrected
Test specification: ASTM D 1557-12 Method C Modified
ASTM D4718-15 Oversize Corr.Applied to Each Test Point
Elev/ Classification Nat q6.7 ;
,xDepth USCS AASHTO Moist Sp.G. LL PI3 o.200GW-GM A-1-a 2.75 NV NP 5.8
ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DE CRIPTION
Maximum dry density= 150.4 pcf 147.4 pcf -C GRAVEL,AND S ND,TRACE SILT
Optimum moisture=6.9% 8.2%
Projaet No. 27183 CllOnt: CONNOLLY BROTHERS INC. Remarks:
PrOJaet: TROPICAL PRODUCTS,373 HIGHLAND AVENUE,SALEM,MA SAMPLE#825 9/28/20;3
o Source:AGGREGATE INDUSTRIES,SWAMPSCOTT,MA-1 IQ"DENSE G E
UTS OF MASSACHUSETTS, INC.
5 Richardson Lane
Stoneham MA 02180 F lure