25A-185 (21) � INC.
115 St. George Road •Springfield, Massachusetts 01 104
►
� IED TESTING LABORATORIES
Phone: (413) 736-1846
ReportNo. 3 of Bituminous Concrete Tests Date. &7112/9S
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Density Tests by Nuclear Method
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY TESTS BY NUCLEAR METHOD
ACCESS ROAD NORTH SIDE TO SOUTH SIDE OF BUILDING - Marshall 153.6*
Test
No. Density (pcf) Compaction (7)
1 151.8
x
2 150.2
3 152.2
4 149.95
5 150.6 9$.0"
6 152.6
7 151.7 j$,$
8 152.0 39.0
9 152.4 99.E
10 150.8 '
11 151.4 18.6
12 149.6 11.4
*Marshall Density obtained by others.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. J. Sullivan, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
IED TESTING LABORATORIES, INC.
1 1 S St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
IS
1' t T
Report Flo. > M �- Bdaeuminous Concrete Tests Date: f7/ I195
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Density Tests by Nuclear Method
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: DENSITY TESTS BY NUCLEAR METHOD
1 1/2" OF BINDER FOR PARKING LOT — Marshall Density 154.2*
Test
No. Density (pcf) Compaction (7)
1 151.6 98.3
2 152.2 98.7
3 150.5 97.6
4 151.8 98.4
5 150.6 97.7
SOUTH APRON SHIPPING DOCKS — TOP COAT ASPHALT 2" — Marshall Density 154.2*
Test
No. Density (pcf) Compaction (7)
1 151.6
2 152.8
3 153.5
4 154.2 ly :
5 150.8
6 151.4
7 153.8 ,7,.
8 152.6
9 153.0 99.2
PARKING SPACES — Marshall Density 154.2*
1 151.5
2 150.7
3 152.6 At
*Marshall Density obtained Respectfully submitted,
by others.
ALLIED TESTING LABORATORIES, INC.
A
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. J. Sullivan, oCoca Kola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
� M
LIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
NPhone: (413) 736-1846
ppr_e t r.c; ;�"lSPEGTiEiN$
R � �C1� Q ituminous Concrete Tests 4`
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution center, Northampton, MA
Subject: Density Tests by Nuclear Method
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Placement of base binder at south apron of shipping docks and parking area south-
end of existing building.
Verified that 3" of binder was placed at these locations; was unable to determine
% compaction due to supplier (Lane) could not furnish a Marshall Density (pcf)
due to the maximum size of aggregate in the mix. In place density of compacted
mix are shown below.
TEST NO. LOCATION DENSITY (PCF)
1 . South apron @ shipping docks X50.4' '
2 Same 151.6
3 Same 149.9
4 Same 151.2
5 Same 152.4
6 Same 150.6
7 Same 151.3
8 Same 152.6
9 Parking spaces, south side 149.8
10 Same 150.3
11 Same 151.4
12 Same 152.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawic"Tci
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. J. Sullivan, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 5 of Roofing Inspection Date: Week Endi' '
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Roofing Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Nf -M
5/15/95 ,
No roofing conducted this date due to inclement weather (ra nPT OF BUILDING INSPECTIONS
5/16/95 NORTHAMPTON MA 0 060
Work began where they left off over weekend at approx. midway between L & M
1-6. Work crew relatively small today. There are between 8 & 10 people working
on roof at any one given time. Panel installation proceeding as normal as detailed
in previous reports with the exception that there is no person dedicated to manually
crimping panels as they are installed. They place a few panels then one person will
go back and crimp panels at approximately every other or every third connection to
bar joist. There has been no mechanical crimping taking place to any extent on
whole front roof from K-R 1-6. Work on roof stopped in late afternoon because
they ran out of splice plates. Work ended approx. 20' after K line.
5/17/95
Due to small area of roof that needs to be covered, there are only 5 people
working on roof today. Work started approx. 15 to 20' past K line working towards
K line. Splice plates are on site so they can finish. Panel installation proceeded
as normal with the same exception that there was not one dedicated person manually
crimping panels and they crimped them at approx—every other or every third connection
to bar joist. Front roof from K-R, 1-6 is now in place. Roof panels still must be
mechanically crimped.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
J. Sullivan, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
I 15 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 4 of Roofing Inspection Date: Week Ending_ J12,195
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Roofing Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton ,,...r•rnz�
5/8/95
No roofing conducted this date due to high winds.
5/9/95
Work began at approximately P.5 1-6. High winds over weekend da " some vapor
da
barrier rolls. The beginning of the day was dedicated to repairing torn rolls
with two face tape and for rolls beyond repair, new rolls were started and spliced
with two face tap d to existing in place vapor barrier. While repairs were taking
place materials for day were lifted up to roof. Insulation is being kept in storage
to keep it dry and prevent theft. Panel installation continued in a satisfactory
manner with insulation placed down on vapor barrier, thermal spacer next, and
at panel end laps splice plate screwed to bar joist. Panel placed down with end
lap sealant mastic as well as red tube sealant and concealed fasteners attached
to bar joist. There were 12 workers on and off throughout the day. There was
no mechanical crimping although 1 person was manually crimping at panel connections
to bar joist. Work stopped at approximately 15' after N line.
5/10/95
No roofing conducted this date due to inclement weather (rain)
5/11/95
No roofing conducted this date due to inclement weather (rain)
5/12/95
Work began where they left off on Tuesday at approximately N line. Holes were
placed in vapor barrier to drain standing water. The leading. edge of insulation
damp from rain. Insulation for today kept dry in storage. Work proceeded as
described earlier including the random visual inspection of factory applied
sealer in seam. Work was slowed today due to small number of workers in crew.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
J. Sullivan, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED
Page 2 of Report #3 of Roofing Inspection W/E 5/5/95
Facility Constructors, Inc.
Re: Coca Cola Bottling & Distribution Center, Northampton, MA
5/4/95 (Continued)
crimped. This area has been marked by crew for repair. There were 12 people on
and off laying down roof panels with one additional worker mechanically crimping
panels on rear roof. Work stopped at approximately Q line 1-6.
5/5/95
Work began at approximately Q line. There were 11 people laying down roofing as
well as one worker mechanically crimping along R line in front of building.
Panel installation continued in a normal fashion until they were forced to stop
due to rain. Work ended approximately near P line.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
: :5 LLIED TESTING LABORATORIES, INC.
115 St. George Road+Springfield, Massachusetts 01 104
Al Phone: (413) 736-1846
Re ort No of Roofing Inspection Date: Week Ending 5/5/95
DEPT QE tDItIG INSPECTION$
NO 1 1%4A01060 acility Constructors, Inc.
roject: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Roofing Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
5/1/95
Late start due to early am showers. Standing water was drained in vapor barrier by
placing small holes in each section. Loading edge of insulation damp from rain.
Work started at N line 6-11. Work continued according to detailed schedule with
concealed fasteners holding down roof panels at each bar joist. Red tube sealant
being used at each end lap as well as the splice plate and mastic. There is one
worker manually crimping roof panels together at each bar joist connection. There
i
was no mechanical crimping taking place today. Work stopped at P line 6-11.
There was approximately 12 workers on and off throughout the day. Vapor barrier and
insulation repaired on G line 3-5 that was in disrepair in previous report.
5/2/95
Insulation stored in trailer as well as roof panels and other materials were being
hoisted up to roof this morning. Work started at P line where they left off
Monday. Work continued as noted above with the exception of one worker was
mechanically crimping the previous day's work. There were 12 workers on and off
laying down roof and one additional worker using mechanical crimper crimping pre-
vious day's work. Work was stopped for the day at approximately Q.5 line 6-11.
5/3/95
Work began at Q.5 line 6-11. Work continued in the same manner as described
previously. As work progressed to the end on R line, vapor barrier was taken off
rollers and cut to fit to the end. Flashing was applied to the end and vapor
barrier was taped to bar joist. Panel installation continued to end. Rear roof
from A to R, 6 to 11 is now in place. However, it still must be mechanically
crimped especially around debris piles as the operator was forced to avoid these
places. Twelve workers on and off with one additional worker mechanically crimping.
5/4/95
Work has begun on front roof from K-R 1-6. Work proceeded very slowly until enough
panels were in place to stand and work on. Vapor barrier now on rollers and panel
installation is proceeding as normal. Rear roof from 6-11 has been mechanically
crimped except for around debris piles. Foreman was notified of a small section of
panel approximatley 8' in length where the seam did not seal well when mechanically
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED
Page 2 of Report #2 of Roofing Inspection Date: Week Ending 4/28/95
Facility Constructors, Inc.
RE: Coca Cola Bottling and Distribution Center, Northampton, MA
4/26/95 (Continued)
Random panels still being checked for factory applied s.ealer in seam. Splice plate
and red tube sealer as well as the mastic are being used for panel end laps. Work
in late P.M. slowed due to windy conditions. Work focus shifted to clean up
debris flying off roof. Work stopped at K line, 6 to 11.
4/27/95
Work began in same manner by lifting material for day. Insulation being kept in
storage trailer till needed to keep dry. Work continued as noted previously with
the use of the red tube sealer at end laps as well as using the concealed fastener
to fasten panels to bar joist. Ridge cap installation went as far as K line with
it being noted that it is being held in place by a few screws. More screws are
needed for it to be permanent. Roof panel installation took them to as far as
midway between M & N lines.
4/28/95
Work started but ended at 08:00 due to showers. Foreman of crew stated he would
like to get back on roof as soon as it stopped raining. He was hoping to get to
between M & P lines with today's installation. Insulation was being kept dry in
storage trailer.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
_nf ALLIED TESTING LAB 7 C.
I I S St. George Road •Springfield sachve�js 0
Phone: (413) 736 [L
.a
Report No. 2 of Roofing Inspection is
DE l�DIN ���F-k In 4/28/95
�d��'iOS� n',R 6
Client: Facility Constructors, Inc. N0R1NA
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Roofing Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
4/24/95
Work began this date by hauling up insulation from storage trailer and other material
necessary to start placement. While this was taking place, two workers were manually
crimping panel end laps in preparation for mechanical crimping. After manually
crimping, the two workers used mechanical crimper for rest of day to catch up to
today's placement. Rest of placement taking place as required by erection
drawings including and not limited to placing concealed fasteners through thermal
spacer and fastening to bar joists, applying red tube sealant to ends of panels
especially at panel splice locations, and application of mastic to underside of
top panel in panel lap. One worker continuously manually crimping at bar joist
locations to keep panels from moving. Work ended at approx. 15' before J line
6 to 11.
4/25/95
Work began by cleaning up debris on roof and bringing insulation and materials up
to roof. One person manually crimping end laps in preparation for mechanical
crimper. There were two workers installing panel end channel to ridge top from A
thru approx. I. Afterward these workers went back and are applying silver tube
sealer to channel and panels at ridge top. One person using mechanical crimper to
crimp Monday's work. Work continues to follow erection sequence including using
proper sealer and concealed fasteners to secure roof. Insulation specialist,
Denny Wenrick from Owens-Corning on site today. Mr. Wenrick was very pleased
at the way the insulation has expanded to its full 6 inch thickness. He was also
pleased with the way the installation was progressing. Work ended at J line, 6 to 11.
4/26/95
Work began by lifting up material for day's work and getting everything set up.
This took to almost 8 a.m. There was one worker manually crimping panel end laps
for preparation to mechanical crimp panel seams. One worker was insulating and
placing ridge top cap on ridge top. This worker was using red tube sealer to
seal end laps and bottom of ridge cap. He started at A line and was working
S thru E at lunch. Other workers continue to place roof panels by fastening them
thru the thermal spacer and attaching concealed fasteners to each bar joist.
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED
Page 2 of Report 411 of Roofing Inspection Week Ending 4/21/95
Facility Constructors, Inc.
Re: Coca Cola Bottling and Distribution Center, Northampton, MA
4/20/95
Work began by draining standing water on vapor barrier by placing small hole
in vapor barrier by which water could drain. Leading edge of insulation damp
from rain. Insulation covered on roof during rain and checked for excessive
moisture. Roof panels have been randomly checked for factory applied sealant.
Some mechanical crimping has taken place today. Started at approx. D6-11 today
after set up from ram. One worker was installing ridge top side panels from A
line out. Concealed fasteners are being screwed to bar joist for up lift. End
laps are screwed to the splice plate. One panel near ridge top by E line slightly
damaged but repaired using the manual crimper.
4/21/95
Work continued as outlined above. Insulation checked for excessive moisture.
Panels are being fastened to bar joists through a thermal spacer placed over
insulation and held in place with clamp. One worker was using the mechanical
crimper to crimp panels from previous days work. Red tube sealant being used to
insure uniform band of sealer on panel grooves, especially at end. Splice plates
being used to secure panel end laps. Worked up to approx. F line btw. 6-11.
P.M. work slowed due to intermittant showers.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. Insp.
C. Sherrill, Coca Cola Construction Site..
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846 /
Report No. 1 of Roofing Inspection Date: Week Ending 4/21/95��
Client: F structors, Inc.
Project: ottling and Distribution Center, Northampt6n,"MA` (p
Subject: Roofing Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton 2 6 �
4/17/95
Work began approximately 9 panel widths from A line. Inspector checked insulation
in morning to insure there was not an excessive amount of water from condensation on
insulation. Work progressed by laying out bottom vapor barrier upon which the
insulation sits. Thermal spacers were placed upon insulation at bar joists every
5 ft. Today at each panel end lap workers were applying mastic sealant on the top
portions of the bottom panel. At each panel end lap, workers also placed splice ,
plate upon thermal-' spacer which was fastened to bar joists. At each bar joist
concealed fasteners were attached to roof panel and screwed down to bar joist.
Inspector randomly selected roof panels for visual inspection of factory applied
sealant. Roof panels were manually crimped at each connection to bar joist prior
to crimping by mechanical crimper. Red tube sealant is being used for end laps
of roof panels. Panel end laps screwed to splice plate. Work ended approximately
at B.5 line between 6-11.
4/18/95
Work began where they left off on Monday B.5 line 6-11. The insulation was
checked for excessive moisture from overnight condensation. Workers continued to
follow proper installation procedures with the exception of instead of applying
mastic sealer to top of bottom panel on end lap, they applied mastic to bottom of
top panel and flipped top panel into position. They continued to put concealed
fasteners at each bar joist location thru thermal spacer which was placed on top
of insulation. Red tube sealant continuing to be used at panel and laps. They
used the mechanical crimper to secure most of the panels from Monday's erection.
Panel end laps were manually crimped prior to mechanical crimping. Wovk ended at
approx. D line 6-11.
4/19/95
No roofing performed this date due to rain.
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
I I S St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 20 of Mortar Tests (Lab.) Date A- J 6/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR 1800 PSI IN 28 DAYS
Lab. No. 6231 6232 6233
Sample No. A B C
Date Cast: 4/28/95 4/28/95 4/28/95
Date Tested: 5/5/95 5/26/95 5/26/95
Age at Test: (days) 7 28 28
Size: (in.) 2x2x2 2x2x2 2x2x2
Area: (Sq. in.) 4.0 4.0 4.0
Total Load (lbs.) 8150 9900 9750
COMPRESSIVE STRENGTH (PSI) 2040 2475 2440
LOCATION:
Daily block work at truckers lounge
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy: A. Patillo, Northampton Bldg. Dept.
J. Sullivan, Coca Cola Construction Site
MFMRFR A CT M / A (- 1 A W C / A r N T / M C I R R / I A C R_S_
ALLIED TESTING LABORATORIES, INC.
1 1 S St. George Road •Springfield, Massachusetts 01 104
Phone; (413) 736-1846
Report No. 19 of Mortar Tests (Lab.) Dater
Client: Facility Constructors, inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR 1800 PSI IN 28 DAYS
Lab. No. 6227 6228 6229
Sample No. A B C
Date Cast: 4/26/95 4/26/95 4/26/95
Date Tested: 5/3/95 5/24/95 5/24/95
Age at Test: (days) 7 28 28
Size: (in.) 'r 2x2x2 2x2x2 2x2x2
Area .(Sq. in.) 4.0 4.0 4.0
Total Load (lbs.) 7450 7850 8050
COMPRESSIVE STRENGTH (PSI) 1860 1960 2010
LOCATION: Daily block work Wl line L-N
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 18 of Mortar Tests (Lab.) Date `5/22/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR
Lab. No. 6224 6225 6226
Sample No. A B C
Date Cast: 4/24/95 4/24/95 4/24/95
Date Tested: 5/l/95 5/22/95 5/22/95
Age at Test: (days) 7 28 28
Size (in.) 2x2x2 2x2x2 2x2x2
Area (Sq. in.) 4.0 4.0 4.0
Total Load (lbs.) 5150 9000 8750
COMPRESSIVE STRENGTH (PSI) 1290 2250 2190
LOCATION: Daily block work Wl line and WR
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
A.,
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
J. Sullivan, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
x/
Report No. 17 of Mortar Tests (Lab.) Date: ��' � 12/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests ..�...._
n �
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton `. l °
TEST: COMPRESSIVE STRENGTH OF MORTAR
DEPT OF SUILDRK INSPECTU4
Lab. No. 6208 6209 6210 NORT'HA IPTOid MA 01060
Sample No. A B C
Date Cast: 4/14/95 4/14/95 14/95` ''
Date Tested: 4/28/95 5/12/95 .-.5112/95.
Age at Test: (days) 14 28 28
Size (in.) f� 2x2x2 2x2x2 ,12x2x2
Area (Sq. in.) 4.0 4.0 4.0
Total Load (lbs.) 8400 12,750 13,050
COMPRESSIVE STRENGTH (PSI) 2100 3185 '3260
LOCATION: Block work WR line W11 to W6
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
AAFAARGD_ d CT AA / A r- i / A\Aic / A c NIT nA r i R / i A r Q c
}
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 16 of Mortar Tests (Lab.) Date: 5/5/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution ,Centi er, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc.
W AV
TEST: COMPRESSIVE STRENGTH OF MORTAR 800 PSI IN 28 yS
Lab. No. 6231 �, ;'d&ECTIONS
A 01
Sample No. A
Date Cast: 4/28/95
Date Tested: 5/5/95
Age at Test: (days) 7
Size: (in.) 2x2x2
Area: (Sq. in.) 4.0
Total Load (lbs.) 8150
COMPRESSIVE STRENGTH (PSI) 2040
LOCATION:
Daily block work at truckers lounge
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road .Springfield, Massachusetts 01 104
Phone: (413) 736-1846
h,
Report No. 15 of Mortar Tests (Lab.)
Client: Facility Constructors, inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR 1800 PSI IN 28 DAYS
Lab. No. 6227
Sample No. A
Date Cast: 4/26/95
Date Tested: 5/3/95
Age at Test: (days) 7
Size: (in.) J 2x2x2
Area (Sq. in.) 4.0
Total Load (lbs.) 7450
COMPRESSIVE STRENGTH (PSI) 1860
LOCATION: Daily block work W1 line L—N
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
T4r ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 14 of Mortar Tests (Lab.) Date: ;
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR 1800 PSI - in 28 days
Lab. No. 6162 6163 6164
Sample No. A B C
Date Cast: 4/4/95 4/4/95 4/4/95
Date Tested: 4/11/95 5/2/95 5/2/95
Age at Test (days) 7 28 28
Size (in.) t 2x2x2 2x2x2 2x2x2
Area (Sq. in.) 4.0 4.0 4.0
Total Load (lbs.) 8100 9100 9350
COMPRESSIVE STRENGTH (PSI) 2025 2275 2340
LOCATION: Daily block work Wll line
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
a 4-�YL
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
AAChARCD e cT&A I e r i I e Lei c / e c K r / nA r I R / i e D c
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 13 of Mortar Tests (Lab.) Date: 5/1/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA.
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR
Lab. No. 6224
Sample No. A
Date Cast: 4/24/95
Date Tested: 5/1/95
Age at Test: (days) i 7
Size (in.) ! 2x2x2
Area (Sq. in.) 4.0
Total Load (lbs.) 5150
COMPRESSIVE STRENGTH (PSI) 1290
LOCATION: Daily block work W1 line and WR.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
15 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 12 of Mortar Tests (Lab.) Date: 5/1/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR
Lab. No. 6151 6152 6153
Sample No. A B C
Date Cast: 4/3/95 4/3/95 4/3/95
Date Tested: 4110195 5/1/95 5/1/95
Age at Test: (days) 7 28 28
Size (in.) 2x2x2 2x2x2 2x2x2
Area (Sq. in.) 4. 0 4.0 4.0
Total Load (lbs.) 8850 9800 10,500
COMPRESSIVE STRENGTH (PSI) 2210 2450 2625
LOCATION: Block work W11 line
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 11 of Mortar Tests (Lab.) Date: 4/28/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR
s
Lab. No. 6208 ;�� MAY 465
Sample No. A ---75-171
^i of Sli1L
Date Cast: 4/14/95i' -
Date Tested: 4/28/95
Age at Test: (days) 14
Size (in.) 2x2x2
Area (Sq. in.) 4.0
Total Load (lbs.) 8400
COMPRESSIVE STRENGTH (PSI) 2100
LOCATION: Block work WR line Wll to W6
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
NOW
ALLIED TESTING LABORATORIES, INC.
I 15 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 10 of Mortar Tests (Lab.) Date: 4/28/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR
Lab. No. 6148 6149 6150
Sample No. A B C
Date Cast: 3/31/95 3/31/95 3/31/95
Age at Test: (days) 7 28 28
Size (in.) 2x2x2 2x2x2 2x2x2
G
Area (Sq. in.) N 4.0 4.0 4.0
Total Load (lbs.) 9450 10,050 10,100
COMPRESSIVE STRENGTH (PSI) 2360 2510 2525
LOCATION: Block work WA line Wll—W8 - -
MAY 2
DEPT OF 8UILDM-G INSPEi,':s'ms
Res pectf i
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A W.S. / A.S.N.T._/ M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 9 of Mortar Tests (Lab.) Date: 4/27/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att:Mr. John Newton
TEST: COMPRESSIVE ST ja1H..OF--MQRTAR Type "S" - 1800 PSI in 28 days
Lab. No.
' ' 6136 6137 6138
Sample No. A B C
Date Cast: ' fl�x t 3/30/95 3/30/95 3/30/95
Date Tested: > 4/6/95 4/27/95 4/27/95
..
Age at Test: (days) 7 28 28
Size (in.) ;' 2x2x2 2x2x2 2x2x2
Area (Sq. in.) 4.0 4.0 4.0
Total Load (lbs.) 6500 7600 7750
C0*4PRESSIVE STRENGTH (PSI) 1625 1950 1940
LOCATION: Block wall, line W3, WA-WC
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
i
NAFLARFR. ACThA / A (- 1 / AWO / AcNT / MCIR / IAC' RS-
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 8 of Mortar Tests (Lab.) Date: 4/26/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR Type "S" - 1800 PSI in 28 days
Lab. No. 6124 6126 6127
Sample No. A B C
Date Cast: 3/29/95 3/29/95 3/29/95
Date Tested: 4/5/95 4/26/95 4/26/95
Age at Test: (days) 7 28 28
r
Size (in.) ! 2x2x2 2x2x2 2x2x2
Area (Sq.in.) 4.0 4.0 4.0
Total Load (lbs.) 7500 8450 8300
COMPRESSIVE STRENGTH (PSI) 1875 2110 2075
LOCATION: Block work W3 line WA-WC
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MFMRFR• AST M / A(-- I / A W S / AS N T_ / M.CI R. / I_A.C'_R_S_
ALLIED TESTING LABORATORIES, INC.
I 15 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 7 of Mortar Tests (Lab.) Date: 4/25/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject; Mortar Tests
Reported to: Facility Constructors, inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR TESTS Type "S" - 1800 psi in 28 days
Lab. No. 6122 6123 6124
Sample No. A B C
Date Cast: 3/28/95 3/28/95 3/28/95
Date Tested: 4/4/95 4/25/95 4/25/95
Age at Test: (days) 7 28 28
Size: (in.) 2x2x2 2x2x2 2x2x2
Area: (Sq. in.) 4.0 4.0 4.0
Total Load (lbs.) 7550 7850 7700
COMPRESSIVE STRENGTH (PSI) 1890 1960 1925
LOCATION: Block work W3 line WA-WC
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Y
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER• A r.,T M / A(- 1- / A W S_ / A.S_N_T_ / M.C.I.B. / I.A.C.R.S.
NNW,
ALLIED TESTING LABORATORIES, INC.
1 1 S St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 6 of Mortar Tests (Lab.) Date: 4/11/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR
Lab. No. 6162
Sample No. A
Date Cast: 4/4/95
Date Tested: 4/11/95
Age at Test (days) 7
Size (in.) 2x2x2
Area (Sq. in.) 4.0
Total Load (lbs.) 8100
COMPRESSIVE STRENGTH (PSI) 2025
LOCATION: Daily block work Wll line
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 5 of Mortar Tests (Lab.) Date: 4/10/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR
Lab. No. 6151
Sample No. A
Date Cast: 4/3/95
Date Tested: 4/10/95
Age at Test: (days) 7
Size (in.) 2x2x2
Area (Sq. in.) 4. 0
Total Load (lbs.) 8850
COMPRESSIVE STRENGTH (PSI) 2210
LOCATION: Block work Wll line
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
a -, v� :.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road .Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 4 of Mortar Tests (Lab.) Date 5
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR
Lab. No. 6148
Sample No. A
Date Cast: 3/31/95
Age at Test: (days)
Size (in.) 2x2x2
Area (Sq. in.) 4.0
Total Load (lbs.) 9450
COMPRESSIVE STRENGTH (PSI) _ '
LOCATION: Block work WA line Wll-W8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
-Z4f� ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 3 of Mortar Tests (Lab.) Date95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att:Mr. John Newton. ,
TEST: COMPRESSIVE STRENGTH OF MORTAR I
Lab. No. 6136
Sample No. A
Date Cast: vol'95,!
Date Tested:
Age at Test: (days) 7
Size (in.) 2x2x2
Area (Sq. in.) 4.0
Total Load (lbs.) 6500
COMPRESSIVE STRENGTH (PSI) `.
LOCATION: Block wail, line W3, WA-WC
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing SerVi.ces
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 2 of Mortar Tests (Lab.) Date: 5 '"
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR
Lab. No. :6124 ( ,
Sample No. A
Date Cast: 3/29/95 $
Date Tested: 4/5/95
Age at Test: (days) � 7
Size (in.) 2x2x2
Area (Sq.in.) 4.0
Total Load (lbs.) 7500
COMPRESSIVE STRENGTH (PSI) 1875
LOCATION: Block work W3 line WA-WC
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 1 of Mortar Tests (Lab.) Date
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject; Mortar Tests
Reported to: Facility Constructors, inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF MORTAR TESTS
Lab. No. 6122
Sample No. A
Date Cast: 3/28/95
Date Tested: 4/4/95
Age at Test: (days)
Size: (in.) 2x2x2
Area: (Sq. in.) 4.0
Total Load (lbs.) 7550
COMPRESSIVE STRENGTH (PSI)
LOCATION: Block work W3 line WA-WC
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 8 of Grout Tests (Lab.) Date° ry�,
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Grout Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF GROUT TESTS
Lab. No. 6221 6222 6223
Sample No. A B C
Date Cast: 4/26/95 4/26/95 4/26/95
Date Tested: 5/3/95 5/24/95 5/24/95
Age at Test: (days); 7 28 28
Size: (in.) 3x6 3x6 3x6
: 1
Area; (Sq. in.) 7.07 7.07 7.07
Total Load (lbs.) 14,500 23,950 23,500
COMPRESSIVE STRENGTH (PSI) 2050 3390 3325
LOCATION: 1st 3 courses W1 line
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy: n 15 a
A. Patillo, Northampton Bldg. Dept. U #!'A
C. Sherrill, Coca Cola Construction Site MAY 2 5 1995'
i
1 • /- n P
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 7 of Grout Tests (Lab.) Date: 5/5/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Grout Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF GROUT TESTS
Lab. No. 6165 6166 6167
Sample No. A B C
Date Cast: 4/7/95 4/7/95 4/7/95
Date Tested: 4/14/95 5/5/95 5/5/95
Age at Test: (days) 7 28 28
Size (In.) 3x6 3x6 3x6
Area: (Sq. in.) 7.07 7.07 7.07
Total Load (lbs.) 21,500 31,000 32,000
COMPRESSIVE STRENGTH (PSI) 3040 4380 4530
LOCATION: Block work W11 line WD-WN
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
hAphAgFQ. A cT nn / A ( I l A\Ai c / A c nl T / U i R / I A C' R C
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 6 of Grout Tests (Lab.) 10,
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Grout Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF GROUT TESTS
Lab. No. 6221
Sample No. A
Date Cast: 4/26/95
Date Tested: 5/3/95
Age at Test: (days) 7
Size: (in.) 3x6
Area; (Sq. in.) 7.07
Total Load (lbs.) 14,500
COMPRESSIVE STRENGTH (PSI) 2050
LOCATION: 1st 3 courses W1 line
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 5 of Grout Tests (Lab.) Date: 5/1/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton
Subject: Grout Tests ' t
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
i
TEST: COMPRESSIVE STRENGTH OF GROUT TESTS
Lab. No. 6145 6146 6147 11A OLLa�
Sample No. A B C
Date Cast: 4/3/95 4/3/95 4/3/95
Date Tested: 4/10/95 5/1/95 5/1/95
Age at Test: (days) 7 28 28
Size: (in.) 3x6 3x6 3x6
Area: (Sq. in.) 7.07 7.07 7.07
Total Load (lbs.) 18,500 20,500 22,250
COMPRESSIVE STRENGTH (PSI) 2615 2900 3150
LOCATION: Block work WA line W3-Wll
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 4 of Grout Tests (Lab.) Date: 4/25/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center,Northampton, MA
Subject: Grout Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRES-S1VZ_STRENGTH OF GROUT TESTS
Lab. No. ti`.. '� ' .� I` ��ir f :16119 6120 6121
e ar. 1
Sample No. A B C
Date Cast: 3/28/95 3/28/95 3/28/95
Date Tested:
x ; 4/4/95 4/25/95 4/25/95
L
Age at Test: aaysf 7 28 28
Size: (in.) 3x6 3x6 3x6
Area: (Sq. in.) 7.07 7.07 7.07
Total Load (lbs.) 23,100 30,000 32,500
COMPRESSIVE STRENGTH (PSI) 3270 4245 4590
LOCATION: First 3 courses W3 line WA-WC
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Y-A vA ;,
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site.
AAG&ARGD_ A CT AA / A (' I / A\A/C A C ICI T M C' I R I A C' R S
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 3 of Grout Tests (Lab.) Date: 4/14/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Grout Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF GROUT TESTS
Lab. No. 6165
Sample No. A
Date Cast: 4/7/95
Date Tested: 4/14/95
Age at Test: (days) 7
1
Size (In.) 3x6
Area: (Sq. in.) 7.07
Total Load (lbs.) 21,500
COMPRESSIVE STRENGTH (PSI) 3040
LOCATION: Block work W11 line WD—WN
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy.
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 2 of Grout Tests (Lab.) Date: 4/10/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Grout Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newt'vnn +
TEST: COMPRESSIVE STRENGTH OF GROUT TESTS :
Lab. No. 6145 ~-
,,. B,
Sample No. A
Date Cast: 4/3/95
Date Tested: 4/10/95
Age at Test: (days) 7
Size: (in.) 3x6
Area: (Sq. in.) 7.07
Total Load (lbs.) 18,500
COMPRESSIVE STRENGTH (PSI) 2615
LOCATION: Block work WA line W3-Wll
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 1 of Grout Tests (Lab.) Date: 005
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center,Northampton, MA
Subject: Grout Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: COMPRESSIVE STRENGTH OF GROUT TESTS
Lab. No. 6119 _ C
i
i
Sample No. A
Date Cast: 3/28/95
Date Tested: 4/4/95
Age at Test: (days)
Size: (in.) 3x6
Area: (Sq. in.)
Total Load (lbs.) 23,100
COMPRESSIVE STRENGTH (PSI)
LOCATION: First 3 courses W3 line WA-WC
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site.
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
• Phone: (413) 736-1846
Report No. 11 of Mortar/Grout Tests (Field) Date: 4/28/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
Inspector on site this date fabricated 3 — 2x2x2" mortar cube specimens for
compressive strength tests as follows:
Time: 09:30
Location: Daily block work at truckers lounge
Mortar Mix Proportions MAY 2
25 shovels masonry sand - A
2 bags Portland Cement Type I/II DEPT OF BUILDING INSPEG IONS
2 bags lime ' yp _ NORTIIAPT(1N h9AQ106Q
10 gals. water
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 10 of Mortar/Grout Tests (Field) Date: 4/26/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar and Grout Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated 3 - 2x2x2" Mortar cube specimens and 3 - 3x6"
grout specimens for compressive strength tests as follows:
MORTAR
Time: 10:00 -
Location: Daily block work W1 line L-N r6 �' U M
Mortar Mix Proportions �� `a
25 shovels sand MAY 2 1996
2 bags Portland Type I/II cement
2 bags lime P',EFT OF 917!1 n�:°� �; 1 A
10 gals. water
GROUT
Time: 11:00
Location: 1st 3 courses Wl line
Grout Mix Proportions:
50 shovels sand
2 bags Portland Type I/II cement
Water
See separate reports for results of compressive strength when they become due.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
--gjg ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 9 of Mortar/Grout Tests (Field) Date: 4/24/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated 3 - 2x2x2" mortar cube specimens for
compressive strength tests as follows:
Time: 1:30
Location: Daily block work Wl line and WR `u + r ''
Mortar Mix Proportions
25 shovels sand MP 2
2 bags Portland Type I/II cement
2 bags lime
10 gals. water KEPI 4F 81)14.[ r��fia'�1U60
See separate report for results of compressive strength when they become due.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
a4 v'4
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 8 of Mortar/Grout Tests (Field) Date: 4/14/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated 3 - 2x2x2" mortar cube specimens for
compressive strength tests as follows:
MORTAR MIX PROPORTIONS .......
...,
25 shovels sand
2 bags Portland Cement Type I/II
2 bags lime
10 gals. water k
Location: Block work WR line Wll to W6 DU
Crjh"a :
See separate report for results of compressive strength when they become due.
Respectfully submitted,
ALLIED a NG LABORATORIES, INC.
v,4 .
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 7 of Mortar/Grout Tests (Field) Date: 4/7/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Grout Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated 3 - 3x6" grout specimen for compressive
strength tests as follows:
Grout
Truck #156 at 10:30
1-3 Mix
Location: Block work Wll line WD-WN
i
See separate report for results of compressive strength when they become due.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
U" vA'�-
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
1 1 S St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 6 of Mortar/Grout Tests (Field) Date: 4/4/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated 3 - 2x2x2" mortar cube specimens for
compressive strength tests as follows:
Mortar Proportions
25 shovels sand
2 bags Type I-II Portland Cement
2 bags lime
water
Location: Daily block work Wll line
See separate report for results of compressive strength when they become due.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
t GLCV
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
1 1 S St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 5 of Mortar/Grout Tests (Field) Date: 4/3/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated 3 - 2x2x2" mortar cubes and 3 - 3x6"
grout specimens for compressive strength tests as follows:
Mortar Proportions
25 shovels sand
2 bags Type I-II Portland Cement i t
2 bags lime is .
Water
Location: block work Wll line
Grout
Truck #125 at 10:30
1-3 Mix
LOCATION: Block work, WA line W3-Wll
See separate report for results of compressive strength when they become due.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
--7qfj;� ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 4 of Mortar/Grout Tests (Field) U
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated 3 - 2x2x2" mortar cubes for compressive
strength tests as follows:
Mortar Proportions
25 shovels Sand
2 bags Type I-II cement
2 bags lime
Water
�.,� tion: B1661t war`k
See separate report for results of compressive strength when they become due.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No.
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated 3 - 2x2x2" mortar cubes for compressive
strnegth tests as follows:
Mortar Proportions:
25 shovels sand
2 bags Type I-II cement
2 bags lime
Water
Location: Block wall, line W3, WA-WC
See separate report for results of compressive strength when they become due.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413)736-1846
Report No. brult ortar/ `lets (Field) t 3/29/95 '
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated 3 - 2x2x2" mortar cubes for compressive
strength tests as follows:
q ,Rns:
ove. s
2 bags Type I-II cement
2 bags lime
Water
Location: Block work W3 line WA-WC
See separate report for results of compressive strength when they become due.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
cZA v4
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 1 of Mortar/Grout Tests (Field) Date: 3/28/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Mortar and Grout Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector on site this date fabricated mortar and grout specimens for compressive
strength tests as follows:
MORTAR - 2 x 2 x 2" Cubes
Mortar Proportions:
25 shovels sand
2 bags Type I-II cement
2 bags lime
Water
Location: Block work W3 line WA-WC
GROUT - 3x6" Cylinders
Grout Proporitons:
50 shovels sand
2 bags cement
Water
Location: First 3 courses W3 line WA-WC
Se ester',tep4rt sults of compressive strength when they become dues
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 8 of Structural Steel Inspection Date: 4/28/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Structural Steel Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newpo ,
STRUCTURAL STEEL INSPECTION MAY 2
Bolting Inspection
Bolts: ASTM A-325 High Strength bolts. DEF1nf _.—
Location: Column to rafter, rafter to rafter, bar joist to raf e` -,- and wind
bracing areas from column lines G through R, #1 thru #11.
Bolts were checked. with torque wrench at random with inspection torque value
ranging between 400 ft. lbs. for the 3/4" bolts and in excess of 700 ft. lbs.
for the 1" bolts. ) Bolts were in place and tight with the exception of three
(3) missing lower and one (1) loose bolt at Ll lower wind bracing connection
and one (1) bolt missing on both E5 and J5 column to beam flange connections.
Also, on base plate connections missing nuts were found on column L2, N1, and
M3, and loose nuts were found at P2, M2, N2, M5, and N5. Inspection of
high strength bolting is approximately 90 to 95% complete to date.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 7 of Structural Steel Inspection Date: 4/11/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Structural Steel Inspection and Roofing Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
STRUCTURAL STEEL INSPECTION
Bolting Inspection
Bolts: ASTM A-325 high strength bolts.
Location: Column to rafter 3/4" high strength bolted connections from J1 through
J4 and bottom wind frame bolts on #11 line, A to P. Bolts were checked with torque
wrench and were found to have a torque value range from 400 ft. lbs. to 450 ft.
lbs. for 3/4" bolts, and a torque value in excess of 600 ft. lbs. for the 1" dia.
bolts with the exception of loose bolts found on lower wind frame supports from
column lines A to J, 5 to 11. Also, column Rl is missing four bolt holes for
upper and lower wind frame connections which will be drilled for bolt holes.
Further bolt inspection will be scheduled when a man lift becomes available.
ROOFING INSPECTION
Location: Column lines 3 through 5, B through D.
Roof application was done in accordance with project specifications. Also
automatic crimping machine was witnessed in operation and has completed from J to
D, 5 to 6 lines H to D, 3 to 5 lines, and J to K, 1 to 5 lines with the exception
of safety brace locations in these areas. Also roof insulation was found to be
torn and in disrepair on Phase I, G line, 3 to 5 lines and also small torn areas
north of K line between 3 & 4 lines and on J line between 3 & 4 lines.
Contractor was notified.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 6 of Structural Steel Inspection Date: 4/7/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Structural Steel Inspection and Roofing Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
STRUCTURAL STEEL INSPECTION
Bolting Inspection
Bolts: ASTM A-325 high strength bolts.
Locations: On D line #3 through #5, on #11 line, J through R, and K to R, 6 through
#11 line were in place and tight.
Random torque value ranged in excess of 600 ft. lbs. for the 1" dia. bolts and
between 400 ft. lbs. and 450 ft. lbs. for the 3/4" dia. bolts.
General workmanship was found to be satsifactory.
Welding Inspection
Welded bar joist bridging was witnessed (5 section bar joist spans) being placed at
column lines 2 to 4, between K & L lines and at L and M lines between columns 1 & 2.
Procedures were found to be in accordance with approved details.
ROOFING INSPECTION
Steel inspector also witnessed the application of roof panels between lines G & K,
3 to 4.
Factory applied caulking spot checked and found to be satisfactory. Installation
of CF clips and crimping found to be in accordance with "Steelox" specifications.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
1 1 S St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 5 of Structural Steel Inspection Date: 4/6/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Structural Steel Inspection and Roofing Inspe t
Reported to: Facility Construction, Inc. - Att: Mr. John Newton
STRUCTURAL STEEL INSPECTION
Bolting Inspection
Bolts: ASTM A-325 high strength bolts.
Locations: Along A line beam to column and column to rafter connectors at column
lines 3 to 5, A through J line.
The tightening of bolts by the "turn of the nut" method was observed on L line.
An equivalent inspection torque value was obtained by taking an average .of _five
torque values from bolts that were tightened by the "turn of the nut" method.
A minimum equivalent inspection torque value of 400 ft. lbs. for 3/4" dia. bolts
and 600 ft. lbs. for 1" dia. bolts. Inspection torque value at connections tested
ranged in excess of 600 ft. lbs. for the 1" dia. bolts and 400 ft. lbs. to 450
ft. lbs. for the 3/4" bolts.
Welding Inspection
Welding of joist bridging with a 1/8 x 1" min. fillet welds (5 bar joist sections)
was witnessed and being erected at column lines 2 to 4, between L & M lines.
E7018 electrodes were being used for all welds.
Welding being performed by previously certified welders.
ROOFING INSPECTION
Steel inspector also witnessed the erection of roofing panels between lines D & E,
3 to 5 and between J & K, 1 to 5.
Plant applied sealant appeared satisfactory on panels with any skips being corrected
by adding red tube sealant.
Application of CF clips spot checked and found satisfactory.
Hand and machine crimping found to be in accordance with "Steelox" recommended
practices. End laps were being installed in accordance with approved details.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy: A., Patillo, Northampton Bldg. Dept.
C. Sher ll���� Co c Q�QQla Co tr ct�iiQQ Si e
M khh: A.g.T.M. 7 A.�. . r`A.WR / S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 4 of Structural Steel Inspection Date: 4/5/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Structural Steel Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
BOLTING INSPECTION
Steel inspection could not take place this day due to 50 m.p.h. high winds.
Allied reviewed roof details and specifications for future inspections.
Roof is a Steelox lock rib roof system.
Also, soil sample returned to laboratory for testing.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 3 of Structural Steel Inspection Date: 4/4/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Structural Steel Inspection
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton 3"
BOLTING INSPECTION
Bolts: ASTM A325 7/8" and 3/4" high strength bolts.
Bolts were tightened using the "turn of the nut" method. Bolts were checked at
random on column lines A through J, #5 through #11 line and were checked with
torque wrench with the 7/8" bolts indicating a torque value in excess of 600 ft.
lbs. and the 3/4" bolts torque value ranging between 350 ft. lbs. and 450 ft. lbs.
Loose bolts were found on A6 line beam to column connection. Steel superintendent
was notified.
Bolting procedures found to be satisfactory up to progress completed to date.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 2 of Structural Steel Inspection Do,
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Structural Steel Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Inspector returned to the site this date to continue inspection of erection
including welding and bolting.
Work progressing between lines J thru M. Bolt tightening procedures were found
to be satisfactory and visual inspection of bridging welds were found to be
acceptable. Welder certifications were provided and are on file with the
Construction Manager.
Ironworker foreman was informed of some missing and loose bolt locations in
low bay area at lines ° " The five columns at E5 thru J5 were raised
and grouted.
Inspector requested the use of a man lift for inspection.
The steel framing is approximately 85 to 90% erected with 55 to 60% bolted
and tight to date.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Y-9. v 4"e-
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
4 ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 1 of Structural Steel Inspection "
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampt�, ,` .MA
Subject: Structural Steel Inspection
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton ���L
Inspector on site for inspection of High Strength bolted connections.
Contractor is tightening the A.S.T.M. A325 bolts by the "turn of the nut method" as
outlined in the A.I.S.C. Standard which states attaining tight steel by initially
tightening the connection to a snug tight position (ie: full effort of a man on a
spud wrench or when impact wrench begins to impact) , then tightening an additional
1/3 turn.
Inspector witnessed this procedure along lines F & G. Work is progressing on lines
A to G, 6 to 11, procedures appear to be satisfactory.
Bar joists are being assembled on the ground with bridging being welded to each
joist then erected.
Anchor bolts at column base plates were checked for tightness with loose bolts
found at column J3 & 4. Inspector was notified that five columns need to be raised
at E5 thru J5. Some bolts were required to be re-installed by drilling into the
footing.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Y'A
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.