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ENGINEERING&
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Haley&Aldrich,Inc.
58 Charles Street
p Cambridge,MA 02141-2147
]4','j - Tel:617.494.1606
q Fax:617.577.8142
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r zy 27 January 1997
File No. 11878-000
Fafard Real Estate Development Corporation
101 Whalers Lane
Salem, Massachusetts 01970
Subject: Mariner Village - Unit 142
Salem, Massachusetts
Attention: Mr. Harold Mack
Gentlemen:
In accordance with your request, we have prepared this letter to confirm that Haley &
Aldrich, Inc. monitored the preparation of the building foundation ad for Unit 142 at
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Mariner Village. The pad preparation work included: removal of unsuitable materials
from within the zone of influence of the future foundations, preparation of the natural
soil and rock subgrades, and placement of compacted structural rock fill to form the
pad. Our observations of the work have been documented in daily field reports Nos. 1
through 10 dated 7 through 27 November 1996.
In our opinion, the work observed by Haley & Aldrich, Inc. was conducted in
accordance with acceptable construction practices and the requirements of the current
Massachusetts State Building Code, and the structural fill pad is suitable for support of
the proposed building.
OFFICES Please do not hesitate to contact us if you require additional information.
Cleveland
Ohio Sincerely yours,
Denver HA Y & ALDRICH, INC.
Colorado
Hartford
Connecticut ,�µ..,e
Los Angeles StT=R. Kraemer, P.E.
California Senior Vice President
Manchester
New Hampshire
Portland FA11878WARIMMPF
Maine
Rochester
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California
Washington
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CONCRETE INSPECTION REPORT II DATE 02/04/97 5
The Fafard Companies Job No. UTS 3552
Mr. Harry Mack Project Mariner Village, Salem
101 Whalers Lane Contractor Fafard Companies
Salem, MA 01970 Conc . Co. Bardon Trimount
CLASS CONCRETE 3000# 3/4" * CUBIC YARDS 46 ASTM C-39
TEST SAMPLES LOCATION
4 cylinders Lot #142 , Foundation Walls
slump 4 1/211 , air temp. 38, conc . temp . 70,
truck #24, ticket #182250, time 11 : 00
*2o Daracel
TESTS ACCORDING TO ASTM:C-172 C-31 C-143 C-1064
LAB DATE DATE AGE
NO. SIZE AREA CAST TESTED DAYS P . S . I .
P053 6x12 28 . 27 02/04/97 02/11/97 7 3 , 290
P054 6x12 28 . 27 02/04/97 03/04/97 28
P055 6x12 28 . 27 0'2/04/97 03/04/97 28
P056 6x12 28 . 27 02/04/97 03/04/97 28
REMARKS :
U T S OF MASSACHUSETTS, INC.
INSPECTOR: Reviewed
Field- M. Hashem By: William P . Crabtre49404-
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CONCRETE INSPECTION REPORT II DATE 02/04/97 5
The Fafard Companies Job No. UTS 3552
Mr. Harry Mack Project Mariner Village, Salem
101 Whalers Lane Contractor Fafard Companies
Salem, MA 01970 Conc . Co . Bardon Trimount
CLASS CONCRETE 3000# 3/4 " * CUBIC YARDS- 4o' ASTM C-39
_ TEST SAMPLES LOCATION
4 cylinders Lot #142 , Foundation Walls
slump 4 1/211 , air temp. 38, conc . temp . 70,
truck #24, ticket #182250, time 11 : 00
*20-. Daracel
TESTS ACCORDING TO ASTM: C-172 C-31 C-143 C-1064
LAB DATE DATE AGE
NO. SIZE AREA CAST TESTED DAYS P . S . I .
P053 6x12 28 . 27 02/04/97 02/11/97 7 3 , 290
P054 6x12 28 . 27 02/04/97 03/04/97 28
P055 6x12 28 . 27 02/04/97 03/04/97 28
P056 6x12 28 . 27 02/04/97 03/04/97 28
REMARKS :
U T S OF MASSACHUSETTS, INC.
INSPECTOR: Reviewed
Field- M. Hashem By: William P. CrabtreeO2OL
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5 Richardson Lane, Stoneham, MA 02180 617- 4&-79L5,5-
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REINFORCING STEEL INSPECTION DATE 02/04/97 1
The Fafard Companies Job No. UTS 3552
Mr. Harry Mack Project Mariner Village, Salem
101 Whalers Lane Contractor Fafard Companies
Salem, MA 01970
CONTACTS : Bob Walker of Fafard
SPECIFICATION: ASTM A615 Grade 40 Grade 60 X Grade 75
ASTM A616 Grade 50 Grade 60
ASTM A617 Grade 40 Grade 60
ACCEPTANCE CRITERIA: CONTRACT DRAWINGS) S-1
SHOP DRAWING (S)
PROJECT SPECIFICATIONS 03300
OTHER
AREA REVIEWED: Lot #142 foundation walls
ACCEPTABLE
VERIFY: YES NO
Coverage (Top and bottom) x
Clearance x
Cleanliness (heavy rust, scale,mud,dirt, oil, etc . not permitted) x
Bar Supports x
Bar Spacing x
Bar Quantity x
Placement (position and tying) x
REMARKS :
INSPECTOR: M. Hashem-Min day plus 1 U T S OF MASSACHUSETTS, INC.
hour travel Reviewed
By: William P. Crabtr4
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CONCRETE INSPECTION REPORT DATE 02-03-97 2
The Fafard Companies Job No. UTS 3552
Mr. Harry Mack Project Mariner Village, Salem
101 Whalers Lane Contractor Fafard Companies
Salem, MA 01970 Conc . Co. Lynn Sand & Stone
CLASS CONCRETE CUBIC YARDS
DRY WEIGHTS MATERIALS
Cement Brand Name
Fine Aggr. Source
Coarse Aggr. Source
Admixture Brand Name
Admixture Brand Name
Water Source
TEST SAMPLES LOCATION
Scheduled concrete placement canceled due to
inclement weather by Scott S . of Fafard Co.
Moisture in Sand o PLANT GRADATIONS
Moisture in C. Aggr. o F.M. SAND F.M. C.AGGR.
No. of Determinations #8
Weights Adjusted to Compensate #100 #4
for Moisture #50 3/8"
Sand Colormetric Test #30 1/2"
#16 3/4 "
REMARKS : #8 1"
#4 1 1/2"
INSPECTORS : U T S OF MASSACHUSETTS, INC .
Plant- Reviewed
Field- M. Hashem min day + 1 hr. trv. By: William P . Crabtre4l�t