25A-185 (22) ALLIED TESTING LABORATORIES, INC.
115 St. George Road e Springfield, Massachusetts 01 104
Phone: (413) 736-1846 Fax: (413) 736-1838
CONCRETE FIELD REPORT NO. 69 DATE: 9/22/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center - Freezer Cooler
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Cooler Slab
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 9/22/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 10:00 134 3500 4" Cooler Slab
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
10:00 134 4" 74°F 72°F 2.6
Weather: Fair
Temp: 74°F
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846 Fax: (413) 736-1838
CONCRETE FIELD REPORT NO. 68 DATE: 9/21/95
Client. Facility Constructors, Inc. rr° '
Project: Coca Cola Bottling & Distribution Center - Freezer Co
Contractor: DOS Concrete �� 2
Producer: Construction Service .
Location of Concrete Placement: Freezer Slab ,,, ,
Mr{
Reported to: Facility Constructors, Inc. - At;tention: Mr. John Newto
CYLINDER FABRICATION
DATE CAST: 9/21/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 08:15 260 3500 3 1/2" Freezer Slab
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
08:15 260 3 1/2" 60°F 74°F 2.4
Weather: Cloudy
Temp: 60°F
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 67 DATE: 8/8/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center - Freezer Cooler
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Piers, Freezer Cooler
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 8/8/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:50 112 3000 2" Piers, Freezer Cooler
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
13:50 112 2" 82°F 78°F 3.8
Weather: Clear
Temp: 82°F
No. Yds: 2
Respectfully submitted,
ALLIE I TORIES, INC.
I��
By: Chester V. Dawicki
Director of Testing Services
Copy: n
k
Mr. A. Patillo, City of Northampton Bldg. Dept.
N
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.
s` ALLI D TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (4 13) 736-1846
tuT
CONCRETE! FE ,D RPORT:,i ®. ,v . . ,. 66 lt4p • .8/4/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center - Cooler Freezer
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Cooler Freezer, Ramp Slab and Foundation Wall
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 8/4/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set 411-A,B,C,D 09:00 260 3500 1} 3" Ramp Slab to Cooler Freezer
Set 112—A,B,C,D 14:00 260 3000 2 1/2" Foundation Wall, Cooler Freezer
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
09:00 260 3" 85°F 80°F 2.2
14:00 260 2 1/2" 90°F 84°F 4.6
Weather: Pt. Sunny
Temp: 85-90°F
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 65 DA 3/9 ry
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, Mtn
Contractor: DOS Concrete ,
Producer: Construction Service
Location of Concrete Placement: Apron Replacement Slab
Li�i t-tl? i•.3 `r �4 phi. :rf !�S
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 8/3/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 07:30 259 4000 4" Apron Replacement Slab
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
07:30 259 4" 70°F 81°F 4.6
Weather: Cloudy
Temp: 70°F
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.
ALLIED TESTING LABORATORIES, INC.
15 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 64 $/2/95
Client: Facility Constructors, Inc. °
Project: Coca Cola Bottling & Distribution Center, Northampton, MA F it i1
Contractor: DOS Concrete
Producer: Construction Service i ; ls 8
Location of Concrete Placement: East Apron Slab over New Sewage Line `'
Reported to: Facility Constructors, Inc. — Attention: Mr. John Newton DE"!0V` ` ` )
CYLINDER FABRICATION
DATE CAST: 8/2/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B.C.D 09:30 245 4000 4" East Apron Slab
Over New Sewage Line
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Cone. Temp. 7 Air
09:30 245 4" 90°F 86°F 5.4
Weather: Sunny
Temp: 90°F
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 63
DATE:;
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA °m„r-°-°
Contractor: DOS Concrete .4
Producer: Construction Service
Location of Concrete Placement: Apron over New Sewage Lines `'
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton -:2
rcn
CYLINDER FABRICATION °C-' '
DATE CAST: 8/1/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 09:30 260 4000 3 1/2" Apron over New Sewage Lines
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
09:30 260 3 1/2" 95°F 84°F 5.4
Weather: Sunny
Temp: 95°F
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
1,A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 62 DATE: '95.
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center- Freezer Cooler Building
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Foundation Walls, Cooler Freezer Building
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 7/31/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 11:30 245 3000 4" Foundation Walls,
Cooler Freezer Building
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11:30 245 4" 90°F 84°F 5.0
Weather: Sunny
Temp: 90°F
No. Yds: 15
REMARKS: Reinforcing incorporated in today's placement was found to be
in accordance with Drawing #RO1.
j d Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
to ,,, �n
A
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.
r INC.
ALLIED TESTING LABORATORIES,
115 St. George Road • Springfield, Massachusetts 01 104
R I Phone: (413) 736-1846
61 DATE: X7112/95
CONCRETE FI�¢
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Footings, Freezer Cooler
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 7/12/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 09:30 124 3000 31 'aotings, Freezer Cooler
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
09:30 124 3" 70°F 76°F 4.0
Weather: Clear
Temp: 70°F
No. Yds: 12
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
r,
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRE E 60 DATE: _7 f 1U/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Footings for Freezer Cooler, Lines J & 2.9 and
Walls for ramp to Freezer
Reported to: Facility Constructors, Inc. — Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 7/10/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 14:00 124 3000 Vootings, for Freezer Cof' er,ti
Lines J & 2.9 and Walls for Ramp
to Cooler
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
14:00 124 3" 80°F 75°F 4.6
Weather: Fair
Temp: 80°F
No. Yds: 14
REMARKS: Reinforcing incorporated in today's placement found to be in accordance
with Drawing #ROl.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
44;,yz,
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 59 DATE,,*, . 6/20/95
r:
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: South Apron Slab @ Loading Docks - 5th and Last Pour
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 6/20/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 09:00 158 4000 3 1/2" South Apron Slab @ Loading Dock:
5th and Last Pour
Set #2-A,B,C,D 11:30 260 4000 4" Same
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
09:00 158 3 1/2" 80°F 74°F 5.4
11:30 260 4" 90°F 76°F 5.8
Weather: Sunny
Temp: 80-90°F
No. Yds: 110
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 58 .'
b
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: South Aprin Slab at Loading Docks - 4th Pour
Reported to; Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 6/19/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 08:30 257 4000 3 1/2" South Apron Slab @ Loading Docks
4th Pour
Set #2-A,B,C,D 11:30 248 4000 4" Same
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
08:30 257 3 1/2" 85°F 72°F 5.4
11:30 248 4" 88°F 74°F 5.0
Weather: Sunny
Temp: 85-90°F
No. Yds: 105
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
z~
i� •,1 i3 'V.4"i�' -
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.
T4r ALLIED TESTING LABORATORIES, INC.
I I S St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 57 DATE: 6/16/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete �, (�7 �!p �r� �F` k
Producer: Construction Service
Location of Concrete Placement: South Apron Slab - 3rd Pour
j ,UN 2 0199:
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newt6
OF 801L0!tit
,�ORTHPg
CYLINDER FABRICATION
DATE CAST: 6/16/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 09:00 262 4000 3 1/2" South Apron Slab
3rd Pour
Set #2-A,B,C,D 11:00 250 4000 4" South Apron Slab
3rd Pour
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
09:00 262 3 1/2" 65°F 68°F 5.6
11:00 250 4" 75°F 70°F 5.2
Weather: Sunny
Temp: 65-75°F
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 56 DATE: 6/15/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: South Apron Slab at Loading Docks — 2nd Pour
Reported to: Facility Constructors, Inc. — Attention: Mr. John NewtCV7i-
CYLINDER FABRICATION
DATE CAST: 6/15/95 s I`plNGit
v
p�� QRIHRMPSbW hv (,i�� '
IDENTIFICATION TIME TRUCK CLASS SLUMP EX LOCATION
A,B,C,D 10:00 261 4000 3" South Apron Slab @ Loading Docks
2nd Pour
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slum Air Temp. Cone. Temp. Z Air
10:00 261 3" 60°F 68°F 5.0
Weather: Sunny
Temp: 60°F
Respectfully submitted,
ALLIED TESTING LABO,rR�ATORIES, 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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 55 DATE: ' + 95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: South Apron Slab at Loading Docks - 1st Pour
Reported to: Facility Constructors, Inc. - Attention: Mr. John N n
s
CYLINDER FABRICATION L 0 Z-�. �
i
DATE CAST: 6/14/95 `OZ.;! E:;,t1fy$
DEPT OF BUy..
NORTi�ki" Itl Nik ViI060
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 10:00 124 4000 " " ` South Apron Slab @ Loading Docks
lst Pour
SLUMP TESTS TI;"IPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
10:00 124 3 1/2" 55°F 68°F 5.4
Weather: Cloudy
Temp: 55°F
No. Yds: 45
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.
ALLIED I U I INCA LAbUK.A 1 VKItJ, IN'k..
115 St. George Road .Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 54 DATE: 6/13/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: South Apron @ Drain Slab; Hot-box Slab
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 6/13/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 09:30 252 4000 3 1/2" South Apron @ Drain Slab;
Hot-Box Slab
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
09:30 252 3 1/2" 60°F 66°F 4.6
Weather: Cloudy/Rain
Temp: 60°F
No. Yds: 35
1 , Respectfully submitted,
5 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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road i Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 53 DATE: 6/9/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Slab at South Retaining Wall
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 6/9/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 09:00 261 4000 4" Slab-South Retaining Wall
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
09:00 261 4" 65°F 70°F 4.2
Weather: Fair
Temp: 65°F
No. Yds: 22
Respectfully submitted,
ALLIED TESTING L BO RATORIES, 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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road *Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRET ELI)Akkiw( . 52 DATE: 6/6/95
Client• DEPT G li�1r G fNSPEt,Ti�JNS
NNR A fi tors, Inc.
Project. oca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Driveway Strip at Underground Fire Loop
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 6/6/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 11:30 112 4000 3 1/2" Driveway Strip at Underground
Fire Loop
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11:30 112 3 1/2" 80°F 74°F 5.0
Weather: Fair
Temp: 80°F
No. Yds: 5
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George R • is 01 104
CONCRETE FIELD REPORT NO. 51 61995 513JI95
DEPT Of BUILDING INSPECTIONS
Client: Facility Constructors, Inc. NORTHAMPrON MAOIG60
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Retaining Wall - South Loading Dock
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 5/31/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 11:30 250 3000 " Retaining Wall-South Loading
Dock
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11:30 250 4" 80°F 70°F 4.8
Weather: Fair
Temp: 80°F
No. Yds: 36
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 50 DATE: 5/2,6/9 5
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Service
Location of Concrete Placement: Footing for Retaining Wall, South Loading Dock
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 5/26/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 11:45 261 3000 l/Z" Footing for Retaining Wall
South Loading Dock
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11:45 261 3 1/2" 65°F 68°F 4.0
REMARKS:
1. Rebar installed per drawing submitted by DOS to Faciity on 5/22/95.
No. Yds: 25
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.
Slab On Grade Facility Group Coca Cola Northampton 5-24-95
J.5-M
1-4
Truck# Time Batched Time Job Time Mixing Time Pouring Time Finished Slump.
259 5:00 5:30 5 to 10 min 5:30 5:40
262 5:00 5:45 5:45 6:00 2
260 5:10 5:50 5:50 6:05
257 5:20 6:15 6:15 6:25 21/2
144 5:25 6:30 6:30 6:40 3
245 5:30 6:25 6:30 6:45
156 5:45 6:35 6:40 6:50 21/2
261 5:50 6:35 6:45 6:55
131 6:00 6:45 6:50 7:00 3
132 6:05 6:50 6:55 7:05
128 6:10 7:00 7:00 7:10 31/2
262 6:45 7:05 7:05 7:20
125 6:30 7:10 7:10 7:20 3
127 6:35 7:15 7:20 7:35
259 7:00 7:20 7:30 7:35 21/2
254 7:10 7:30 7:30 7:45
126 7:20 7:35 7:40 7:55 3
250 7:30 7:40 7:45 7:55
112 7:00 7:45 7:55 8:05 31/2
245 7:45 8:00 8:00 8:10
144 7:55 8:05 8:00 8:20 3
156 7:55 8:10 8:20 8:30
261 8:00 8:15 8:25 8:40 23/4
132 8:10 8:10 8:40 8:50
131 8:15 8:25 8:45 9:00 21/2
128 8:20 8:30 8:50 9:05
125 8:30 8:40 9:05 9:30 3
126 8:50 1 9:00 1 9:10 10:00
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 49 DATI 5114/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: S-F Concrete
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines J.5-M, 1-4
REPORTED TO: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 5/24/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set 411-A,B,C,D 06:15 257 3500 � I/2" Slab on Grade, Lines J.5-L, 3-4
Set 412-A,B,C,D 06:30 144 3500 3" Slab on Grade, Lines L-M, 3-4
Set 413-A,B,C,D 06:45 261 3500 3 1/2" Slab on Grade, Lines J.5-L, 2-3
Set #4-A,B,C,D 07:30 259 3500 2 1/2" Slab on Grade, Lines L-M, 2-3
Set 415-A,B,C,D 08:00 144 3500 2" Slab on Grade, Lines J.5-L, 1-2
Set 416-A,B,C,D 09:00 131 3500 3" Slab on Grade, Lines J.5-M, 1-2
Set 417-A,B,C,D 09:15 125 3500 2 3/4" Slab on Grade, Lines J.5-M, 1-2
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
06:15 257 2 1/2" 62°F 66°F 1.5
06:30 144 3" 62°F 64°F 1.2
06:45 261 3 1/2" 62°F 65°F 1.8
07:30 259 2 1/2" 62°F 63°F 1.4
08:00 144 2" 62°F 64°F 1.1
09:00 131 3" 62°F 66°F 1.5
09:15 125 2 3/4" 62°F 68°F '
REMARKS:
1. Temperatures inside building ranged from 600-70°F. 'A AY ',,'1 0f
;t
DEPT OF BUILDMG INuPECJKJdS
Respectfully submit e , NORTHAN;Pt01d CvEAC165fl
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.
Lines Facility Group Coca Cola Northampton 5-23-95
M-P J.5-M
1-5 4-5
Truck# Time Batched Time @ Job Time Mixing Time Pouring Time Finished Slump.
261 5:00 5:45 5 to 10 min 5:50 6:00 3
262 4:50 5:40 6:00 6:10
245 5:15 6:00 6:05 6:15 21/2
257 5:20 6:10 6:10 6:25
156 5:30 6:15 6:15 6:30 31/2
144 5:45 6:30 6:35 6:45
125 5:55 6:45 6:45 7:00 3
261 6:30 6:40 6:45 7:05
262 6:35 6:45 6:50 7:00 21/2
245 6:45 6:55 7:00 7:10
131 6:50 7:00 7:05 7:15
259 6:55 7:05 7:10 7:20 3
132 7:00 7:10 7:10 7:20
197 6:30 7:15 7:20 7:35 31/2
174 6:30 7:20 7:25 7:40
254 7:10 7:25 7:25 7:35 2
137 6:45 7:30 7:35 8:00
250 7:10 7:25 7:40 8:05 23/4
165 6:45 7:30 7:45 8:15
156 7:10 7:30 8:10 8:25 2
251 7:30 7:45 8:15 8:35
245 7:45 8:05 8:20 8:35 21/2
132 7:50 8:10 8:35 8:40
260 8:10 8:30 8:30 8:40 3
125 8:20 8:40 8:45 8:55
131 8:40 8:50 9:00 9:10 31/2
259 8:55 9:10 9:15 9:25
197 9:10 9:20 9:20 9:35
254 9:20 9:30 9:30 9:45 2
174 9:30 9:45 9:45 10:00
137. 9:40 , 9:55. . 9:55 10:10. 3
250 10:00 10:15 10:20 10:35
156 10:15 10:30 10:35 10:50 21/2
132 10:25 10:45 10:50 11:15
165 10:35 10:50 11:00 11:20 31/2
245 10:45 11:00 11:05 11:30
125 11:00 11:15 11:20 11:35 31/2
131 11:20 11:35 11:40 12:00
144 11:30 11:45 11:50 1210 3
259 11:35 11:50 12:00 12:20
197 11:45 12:00 12:10 12:30 31/2
174 11:50 12:05 12:10 12:35
254 12:00 12:15 12:20 12:40 21/2
137 12:10 12:30 12:30 1:00
132 12:20 12:40 12:40 1:15 3
156 12:40 1:00 1:05 1:35
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 48 E: 5J23/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: S-F Concrete
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines M-P, 1-5
Reported to: Facility Constructors, Inc. - Attention: Mr. John Sheridan
CYLINDER FABRICATION
DATE CAST: 5/23/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set 411-A,B,C,D 06:10 245 3500 1/2" Slab on Grade, Lines K-L, 4-5
Set 412-A,B,C,D 06:30 156 3500 �" to Lines L-M, 4-5
Set 413-A,B,C,D 06:45 144 3500 3 1/2" to Lines M-N, 4-5
Set 414-A,B,C,D 07:10 259 3500 2 1/2" it it Lines N-P, 4-5
Set 415-A,B,C,D 07:30 132 3500 2" Lines M-N, 3-4
Set 416-A,B,C,D 08:00 250 3500 3" Lines N-P, 3-4
Set 417-A,B,C,D 09:00 131 3500 3 1/2" it Lines M-N, 2-3
Set 418-A,B,C,D 09:30 254 3500 2 3/4" of Lines N-P, 2-3
Set 419-A,B,C,D 10:15 156 3500 3" Lines M-P, 1-2
Set 4110-A,B,C,D 11:10 245 3500 3" Lines " it
Set 4111-A,B,C,D 12:20 197 3500 2 1/2" " Lines "
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck slump Air Temp. Conc. Temp. % Air
06:10 245 2 1/2" 54°F 63°F 1.2
06:30 156 3" 54°F 62°F 1.4
06:45 144 3 1/2" 54°F 64°F 1.2
07:10 259 2 1/2" 54°F 65°F 1.1
07:30 132 2" 54°F 62°F 1.6
08:00 250 3" 54°F 65°F 1.5
09:00 131 3 1/2" 54°F 66°F 1.6
09:30 254 2 3/4" 54°F 65°F 1.40
10:15 156 3" 60°F 68°F 1.2
11:10 245 3" 60°F 66°F 1.6 "
12:20 197 2 1/2" 64°F 68°F
REMARKS:
1. Temperatures inside building ranged from 550-65°F wja'
U�
Respectfully subm''> �
ALLIED TESTING LAB � 'j�NC.
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.
Slab Facility Group Coca Cola Northampton 5-22-95
P-R
1-5
Truck# Time Batched Time @ Job Time Mixing Time Pouring Time Finished Slump.
262 5:35 6:10 5 to 10 min 6:30 6:40 21/2
261 5:30 6:00 6:30 6:45
245 5:35 6:05 6:40 6:50 21/2
259 5:40 6:10 6:30 6:50
254 5:45 6:20 6:35 6:45
132 5:50 6:30 6:45 6:55 3
257 6:05 6:35 6:55 7:05
250 6:10 6:50 6:50 7:15 2 314
.144 6:15 7:00 7:05 7:15
245 7:00 7:15 7:20 7:30 21/2
156 7:05 7:20 7:30 7:40
261 7:10 7:30 7:40 7:45 31/2
131 7:00 7:35 7:35 7:45
129 6:45 7:30 7:45 7:55 3
125 7:30 8:00 8:05 8:15
137 7:15 8:05 8:10 8:20 21/2
197 7:20 8:05 8:05 8:15
259 8:00 8:10 8:15 8:25 31/2
132 8:05 8:15 8:20 8:25
165 7:40 8:15 8;25 8:35 3
254 8:10 8:25 8:30 8:45
128 8:15 8:30 8:35 8:50 3
257 8:25 8:40 8:45 8:55 _
134 8:00 8:40 8:45 8:55 _ 31/2
245 8:25 8:35 8:55 9:05
123 8:15 8:40 9:00 9:15
261 8:30 8:55 9:05 9:20 23/4
131 8:40 9:00 9:15 9:30
129 8:45 9:05 9:20 9:35 21/2
125 8:50 9:10 9:20 9:30 23/4
137 9:00 9:15 9:35 9:50
132 9:15 9:30 9:55 10:05 2
197 9:20 9:30 9:40 9:55
259 9:30 9:40 9:55 10:10 2112
165 9:40 9:50 10:10 10:20
128 9:50 10:05 10:20 10:35 3112
134 10:15 10:30 10:35 10:55
123 10:30 10:40 10:55 1 11:15 1 3
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 47 E: 5/22/65
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: S-F Concrete
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines P-R, 1-5
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 5/22/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 06:45 132 3500 311 + Slab on Grade, Lines P-Q, 4-5
Set #2-A,B,C,D 07:10 257 3500 2" Slab on GRade, Lines Q-R, 4-5
Set X13-A,B,C,D 07:30 245 3500 2 1/2" Slab on Grade, Lines P-Q, 3-4
Set 414-A,B,C,D 07:45 129 3500 3" Slab on Grade, Lines Q-R, 3-4
Set #5-A,B,C,D 08:30 254 3500 2 1/2" Slab on Grade, Lines P-Q, 2-3
Set #6-A,B,C,D 09:15 261 3500 2" Slab on Grade, Lines P-Q, 2-3
Set #7-A,B,C,D 09:45 125 3500 3" Slab on Grade, Lines P-Q, 1-2
Set #8-A,B,C,D 11:00 123 3500 31/2" Slab on Grade, Lines Q-R, 1-2
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck slump Air Temp. Conc. Temp. % Air
06:40 245 2 1/2" 60°F 66°F 1.6
06:45 132 3" 60°F 64°F 1.4
07:10 257 2" 60°F 66°F 1.2
07:30 245 2 1/2" 60°F 68°F 1.5
07:45 129 3" 60°F 62°F 1.6
08:30 254 2 1/2" 60°F 63°F 1.1
09:15 261 2" 63°F 65°F 1.3
09:45 125 3" 63°F 68°F 1.8 ,
11°00 123 3 1/2" 63°F 64°F 1.5
15 � JJJ sa
REMARKS: "? ;
1. Temperatures inside building ranged from 600-70 0F. °• qj
Respectfully subm�tte �W611«'Q
`r-1tlPaF`
ALLIED TESTING LAB CRIES, 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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. ' 46-B DATE 95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete Service; Inc.
Producer: Willard Concrete
Location of Concrete Placement: North Exterior Apron @ Loading Docks, Center Strip
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 5/19/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 09:00 6 4000 3 1/2" North Exterior Apron
@ Loading Docks, Center Strip
Set 112-A,B,C,D 11:30 3 4000 3 1/2" Same as above
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck slump Air Temp. Conc. Temp. % Air
09:00 6 3 1/2" 55°F 62°F 5.2
11:30 3 3 1/2" 55°F 66°F 5.8
REMARKS:
1. Outside Temperatures ranged from 500-65 0F.
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.
Lines Facility Group Coca Cola Northampton 5-19-95
N-R
5-8
Truck# Time Batched Time @ Job Time Mixing Time Pouring Time Finished Slump.
245 5:40 6:20 5 to 10 min 6:20 6:35 21/2
262 5:30 6:15 6:20 6:30
260 5:35 6:25 6:25 6:35 3
125 5:50 6:30 6:35 6:45
259 6:00 6:40 6:40 6:50 23/4
250 6:05 6:55 7:00 7:10
251 6:10 7:00 7:10 7:15 2
133 6:20 7:10 7:15 7:30
144 6:30 7:15 7:20 7:30 21/2
260 7:00 7:20 7:30 7:40
245 7:15 7:30 7:35 7:50 3
128 7:30 7:40 7:40 7:55
261 7:30 7:40 7:45 7:55
125 7:25 7:45 7:50 8:00 31/2
132 7:30 7:50 7:55 8:05
260 7:30 8:05 8:05 8:10 3
111 7:50 8:05 8:10' 8:25
126 7:40 8:10 8:25 8:35 21/2
259 7:30 8:10 8:15 8:25
137 7:35 8:15 8:30 8:40 3
167 7:30 8:20 8:30 8:45
165 7:50 8:25 8:40 8:50 3
134 7:45 8:30 8:35 8:45
133 8:30 8:45 8:45 8:50 21/2
144 8:20 8:40 8:45 8:55
123 8:00 8:45 8:50 9:05 3
260 8:30 8:45 8:50 9:00
245 8:40 8:50 9:05 9:20 21/2
251 8:45 8:50 9:10 9:20
128 8:50 8:55 9:20 9:30 31/2
125 9:00 9:15 9:30 9:40
132 9:10 9:20 9:35 9:45 31/2
261 9:10 9:15 9:40 9:50
259 9:20 9:30 9:45 10:00 3
126 9:25 9:45 9:55 10:10
137 9:50 10:10 10:10 10:25 3
167 9:55 10:15 10:25 10:45
133 10:05 10:15 10:40 10:50 21/2
131 10:30 10:45 11:00 11:10
132 11:00 11:10 11:10 11:30 3
260 11:30 11:45 11:50 1 12:10
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 46-A DATE.
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton,
Contractor: S-F Concrete -`
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines N-R, 5-8 I; "SAY 2 5 W
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newt )n
DEPT i-! SUILD!NG I7FF-C7:
CYLINDER FABRICATION NORTHAMPTON MA 01060
DATE CAST: 5/19/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set 411-A,B,C,D 06:45 262 3500 3" Slab on Grade, Lines Q-R, 7-8
Set 412-A,B,C,D 07:00 245 3500 2 3/4" Slab on Grade, Lines Q-R, 7-6
Set 413-A,B,C,D 07:15 144 3500 3" Slab on Grade, Lines Q-R, 6-7
Set 414-A,B,C,D 07;45 261 3500 2 3/4" Slab on Grade, Lines Q-R, 5-6
Set 415-A,B,C,D 08:00 125 3500 3 1/2" Slab on Grade, Lines P-Q, 5-6
Set 416-A,B,C,D 08:45 165 3500 3" Slab on Grade, Lines N-D, 5-6
Set 417-A,B,C,D 09:00 123 3500 2 1/2" Slab on Grade, Lines N-P, 7-8
Set 418-A,B,C,D 10:00 259 3500 3" Slab on Grade, Lines N-P, 7-6
Set #9-A,B,C,D 10:30 167 3500 3 1/2" Slab on Grade, Lines N-P, 6-5
Set 410-A,B,C,D 11:15 131 3500 2 3/4" Slab on Grade, Lines P-Q, 7-8
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck slump Air Temp. Conc. Temp. % Air
06:35 261 2 1/2" 55°F 62°F 1.5
06:45 262 3" 55°F 64°F 1.8
07:00 245 2 3/4" 55°F 62°F 1.4
07:15 144 3" 55°F 65!F 1.2
07:45 261 2 3/4" 55°F 62°F 1.4
08:00 125 3 1/2" 55°F 63°F 1.1
08:45 165 3" 57°F 65°F 1.3
09:00 123 2 1/2" 57°F 65°F 1.5
10:00 259 3" 58°F 64°F 1.8
10:30 167 3 1/2" 58°F 67°F 1.6
11:15 131 2 3/4" 58°F 65°F 1.2
REMARKS:
1. Temperatures inside building ranged from 550-60 0F.
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 45-B DATE: 5/18/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS
Producer: Willard Concrete
Location of Concrete Placement: North Loading Dock Exterior Apron, South and North Strip
Reported to: Facility Constructors, Inc. - Attention: Mr. Job"
CYLINDER FABRICATION "/JA t. 4 99: LU
DATE CAST: 5/18/95 -
DEPT O? Su1L!)! =t ;'. 7'td�
IDENTIFICATION TIME TRUCK CLASS SLUMP
North Loadin Dock Exterior
Set #1-A,B,C,D 06:15 13 4000 3 1/2" Apron- Sout Strip
Set #2-A,B,C,D 07:30 17 4000 3" to - South Strip
Set #3-A,B,C,D 09:15 3 4000 3 1/2" it - North Strip
Set X64-A,B,C,D 12:20 10 4000 3 3/4" it - North Strip
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
06:15 13 3 1/2' 55°F 64°F 5.8
07:30 17 3" 68°F 5.5
09:15 3 3 1/2" 65°F 5.6
12:20 10 3 3/4" 62°F 5.1
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
>� v4- -
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.
Slag On Grade Facility Group Coca Cola Northampton 5-18-95
K-N
5-8
Truck# Timr Batched Time @ Job Time Mixing Time Pouring Time Finished Slump.
262 5:50 6:20 5 to 10 min 6:30 6:40 2
261 5:45 6:25 6:30 6:40 21/2
245 5:55 6:30 6:35 6:45
260 6:00 6:40 6:45 6:55
133 6:00 6:45 6:45 6:55 3
125 6:10 7:00 7:00 7:15
132 6:15 7:05 7:00 7:10
259 6:20 7:10 7:10 7:20 21/2
250 6:30 7:15 7:15 7:30
144 6:40 7:20 7:20 7:55 3
131 6:45 7:25 7:25 7:35
156 6:50 7:30 7:30 7:45 23/4
128 7:00 7:40 7:40 7:55
262 7:30 7:40 7:40 7:55 21/2
245 7:35 7:50 7:55 8:05
260 7:40 7:50 7:50 8:00 3
259 7:45 7:55 7:55 8:10
132 7:50 8:00 8:00 8:10 31/2
126 7:55 8:05 8:05 8:15
251 7:55 8:10 8:10 8:25 3
144 8:00 8:10 8:10 8:30
250 8:05 8:15 8:20 8:30 21/2
133 8:10 8:20 8:25 8:45 21/2
165 8:15 8:30 8:40 8:45
198 8:25 8:35 8:45 8:55 3
251 7:55 8:20 8:50 9:00
245 8:15 8:25 8:50 9:10 2
156 8:15 8:30 9:00 9:10
125 8:30 8:40 9:00 9:15 31/2
131 8:35 8:45 9:15 9:25
259 8:55 9:10 9:10 9:25 31/2
132 9:00 9:15 9:25 9:35
126 9:05 9:20 9:30 9:40 21/2
261 9:20 9:30 9:40 9:55
137 9:25 9:35 9:55 10:05 3
133 9:45 10:05 10:10 10:25
165 10:00 10:15 10:25 10:35 3
198 10:05 10:20 10:30 10:45
156 10:30 10:45 10:45 10:55 2 314
245 10:30 10:50 11:00 11:10
125 10:35 10:55 11:05 11:15 2
131 11:00 11:10 11:15 11:25
128 11:05 10:15 11:20 11:30
259 11:15 11:20 11:25 11:35
132 11:20 11:30 11:30 11:40
126 11:30 11:45 11:45 1 12:20
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 45-A DAT 5
�f !
Client: Facility Constructors, Inc. a?j '
Project: Coca Cola Bottling & Distribution Center, NorthamptogY 2 QI ° Es
Contractor: S-F Concretep a
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines K-N, 5-8 DITTOF UI T'UN 1N+,40 1 C 'r°raS
�3
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 5/18/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set 111-A,B,C,D 07:00 133 3500 3" Slab on Grade, Lines K8-L8
Set 112-A,B,C,D 07:15 144 3500 2 1/2" Slab on Grade, Lines L8-M8
Set 113-A,B,C,D 07:30 156 3500 2" Slab on Grade, Lines M8-N8
Set 114-A,B,C,D 08:00 260 3500 3 1/2" Slab on Grade, Lines K7-L7
Set 115-A,B,C,D 08:30 165 3500 3" Slab on Grade, Lines L7-M7
Set 116-A,B,C,D 09:00 251 3500 3" Slab on Grade, Lines M7-N7
Set 117-A,B,C,D 09:30 132 3500 3" Slab on Grade, Lines K6-L6
Set 118-A,B,C,D 10:15 137 3500 2 3/4" Slab on Grade, Lines L6-M6
Set 119-A,B,C,D 11:15 245 3500 3" Slab on Grade, Lines M6-N6
Set 1110-A,B,C,D 12:15 126 3500 3 1/2" Slab on Grade, Lines M5-N5
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
06:45 260 2 1/2" 50°F 64°F 1.2
07:00 133 .3" 50°F 64°F 1.5
07:15 144 2 1/2" 50°F 62°F 1.4
07:30 156 2" 50°F 64°F 1.1
08:00 260 3 1/2" 51°F 66°F 1.6
08:30 165 3" 51°F 64°F 1.3
09:00 251 3" 53°F 66°F 1.6
09:30 132 3" 54°F 68°F 1.4
10:15 137 2 3/4" 56°F 66°F 1.5
11:15 245 3" 58°F 64°F 1.2
12;15 126 3 1/2" 60°F 64°F 1.8
REMARKS:
1. Temperatures inside building ranged from 50-62°F.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
G'� ' v4 :
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.
/ Slab On Grade Facility Group Coca Cola Northampton 5-17-95
N-R
8-11
Truck# Time Patched Time @ Job Time Mixing Time Pouring Time Finished Slump.
245 5:45 6:20 5 to 10 min 6:35 6:45 21/2
260 5:50 6:30 6:35 6:45
261 5:45 6:35 6:35 6:45 2
259 5:55 6:40 6:40 6:50
257 6:00 6:45 6:50 7:10
133 6:05 6:35 6:40 7:00 3
132 6:10 6:40 6:50 7:10
250 6:15 6:45 7:10 7:20 3112
144 6:20 6:50 7:15 7:25
156 6:30 7:10 7:20 7:40 2112
260 6:45 7:15 7:25 7:40
245 7:15 7:30 7:40 7:50 3
131 7:00 7:35 7:50 8:00
261 7:20 7:30 7:50 8:05 23/4
128 7:30 7:50 8:00 8:10
262 7:40 7:55 8:05 8:15 3112
125 7:50 8:00 8:10 8:20
111 7:30 8:05 8:10 8:30 3
259 7:45 8:00 8:15 8:25
132 8:00 8:10 8:25 8:30 2
118 7:30 8:20 8:30 8:40
126 7:40 8:20 8:30 8:40 3112
133 8:00 8:25 8:35 8:45
257 8:10 8:30 8:35 9:00 3
250 8:20 8:45 8:50 9:00
144 8:30 8:50 9:00 9:15 21/2
245 8:35 8:55 9:00 9:15
156 8:55 9:10 9:20 9:30 31/2
131 9:00 9:15 9:20 9:35
128 9:10 9:20 9:35 9:45 2112
132 9:15 9:25 9:30 9:40
262 9:20 9:35 9:50 9:00 3
125 9:30 9:45 9:50 10:00
259 9:35 9:50 10:00 10:10 31/2
111 9:45 10:00 10:05 10:20
118 9:50 10:05 10:20 10:30 3
133 9:50 10:10 10:30 10:35
126 10:05 10:20 10:30 10:40 21/2
132 10:15 10:25 10:40 10:45
257 10:25 10:35 10:45 10:55 31/2
245 10:30 10:45 10:50 11:00
144 10:50 11:00 11:05 11:25 31/2
156 1 11:10 1 11:25 1 1 11:30 1 11:45
ALLIED TESTING LABORATORIES, INC.
I 15 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 44 DAT#k l?f
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton
Contractor: S-F Concrete
Producer: Construction Service SAY 1. 4 199:
Location of Concrete Placement: Slab on Grade, Lines N-R, 8-11 ,
Reported to: Facility Constructors, Inc. - Attention: Mr. John Ne t 06 pTOFBUI WING INSPECTIO14S +
Al�60
CYLINDER FABRICATION
DATE CAST: 5/17/95
IDENTIFICATION TIME TRUCK CLASS SLM4P EXACT LOCATION
Set 411-A,B,C,D 07:00 132 3500 3" Slab on Grade, Lines Nll-Pll
Set 412-A,B,C,D 07:30 156 3500 2 3/4" Slab on Grade, Lines Pll-Qll
Set 413-A,B,C,D 07:55 131 3500 2 1/2" Slab on Grade, Lines Qll-Rll
Set #4-A,B,C,D 08:15 259 3500 3 1/2" Slab on Grade, Lines N10-P10
Set #5,A,B,C,D 08:30 126 3500 3" Slab on Grade, Lines P10-Q10
Set 416-A,B,C,D 09:10 245 3500 3" Slab on Grade, Lines Q10-RlO
Set 417-A,B,C,D 10:00 260 3500 2 1/2" Slab on Grade, Lines N9-D9
Set 418-A,B,C,D 10:30 133 3500 3" Slab on Grade, Lines P9-Q9
Set 419-A,B,C,D 11:00 144 3500 3 1/2" Slab on Grade, Lines Q9-R9
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck slump Air Temp. Conc. Temp. % Air
06:45 260 2 1/2" 52°F 62°F 1.2
07:00 132 3" 52°F 62°F 1.4
07:30 156 2 3/4" 52°F 64°F 1.5
07:55 131 2 1/2" 52°F 62°F 1.1
08:15 259 3 1/2" 54°F 64°F 1.5
08:30 126 3" 54°F 62°F 1.4
09:10 245 3" 55°F 66°F 1.6
10:00 260 2 1/2" 56°F 66°F 1.5
10:30 133 311 56°F 64°F 1.2
11:00 144 3 1/2" 58°F 62°F 1.8
REMARKS:
1. Temperatures inside building ranged from 50° - 60°F.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
� �.1 a 4404e.
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.
Facility Group Coca Cola Northampton 5-16-95
Truck# Time Patched Time @ Job Time Mixing Time Pouring Time Finished Slump.
261 5:55 6:15 5 to 10 min 6:35 6:45 21/2
245 5:50 6:30 6:40 6:50
125 6:00 6:40 6:40 7:00 3
262 5:55 6:45 6:50 7:05
259 6:00 6:50 6:50 7:00 2
133 6:10 6:45 7:00 7:15
257 6:20 6:50 7:05 7:15
132 6:30 6:50 7:05 7:15 3
250 6:25 7:00 7:15 7:30
134 6:30 7:05 7:30 7:35 31/2
144 6:35 7:10 7:30 7:45
248 6:45 7:15 7:35 7:45 3
260 7:20 7:35 7:45 7:55
156 7:30 7:40 7:45 7:55 2
261 7:30 7:40 7:55 8:05
245 7:40 7:55 8:00 8:15 2112
131 7:45 7:55 8:05 8:20
125 7:50 8:00 8:15 8:25 21/2
127 7:15 8:00 8:20 8:30
262 8:00 8:15 8:25 8:35 3112
259 8:10 8:20 8:30 8:40
257 8:15 8:20 8:40 8:55 3
133 8:20 8:30 8:40 8:50
124 8:30 8:40 8:45 8:55 23/4
248 8:40 8:50 8:55 9:05
144 8:50 9:00 9:05 9:10 3
132 8:55 9:10 9:10 9:15
260 9:00 9:05 9:10 9:20 3
156 9:10 9:15 9:20 9:30
261 9:15 9:20 9:30 9:40 23/4
245 9:20 9:30 9:35 9:45
131 9:25 9:35 9:45 10:00 31/2
125 9:30 9:40 10:00 10:10 3
127 9:45 10:00 10:10 10:20
259 10:10 10:20 10:25 10:30
257 10:15 10:25 10:30 10:40 21/2
124 10:25 10:35 10:40 10:50
144 10:30 10:40 10:45 10:55 3
248 10:40 10:50 10:55 11:05
132 10:50 11:00 11:05 11:15
156 11:00 11:20 11:20 11:30 31/2
454 11:15 11:25 11:25 11:35
133 11:25 11:35 11:40 11:55
131 11:40 11:50 11:55 12:05 3
123 1 12:00 1 12;10 1 1 12:15 12:25
7 777,
-R ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736.1 846
CONCRETE FIELD REPORT NO. 43 DATE:"
Client: Facility Constructors, Inc. t �r �� i i� .I iS n7.
Project: Coca Cola Bottling & Distribution Center, Northampton, JJ ,
Contractor: S-F Concrete e995
Producer: Construction Service LIU
Location of Concrete Placement: Slab on Grade, Lines K-N, 8-11
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newt n OENORTHAfwL�,i�� 6--':p ---
'P1�0(d tv�#��r
CYLINDER FABRICATION
DATE CAST: 5/16/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 07:00 257 3500 3" Slab on Grade, Lines Kll-Lll
Set #2-A,B,C,D 07:30 250 3500 3 1/2" Slab on Grade, Lines Lll-Mll
Set #3-A,B,C,D 07:40 248 3500 2 1/2" Slab on Grade, Lines Mll-Nll
Set 414-A,B,C,D 08:00 245 3500 2 1/2" Slab on Grade, Lines K10-LIO
Set #5-A,B,C,D 08:30 133 3500 2" Slab on Grade, Lines L10-MlO
Set #6-A,B,C,D 09:10 132 3500 2 1/2" Slab on Grade, Lines M10-N10
Set #7-A,B,C,D 09:15 260 3500 3" Slab on Grade, Lines K9-L9
Set #8-A,B,C,D 10:00 125 3500 2 3/4" Slab on Grade, Lines L9-M9
Set #9-A,B,C,D 10:30 257 3500 3" Slab on Grade, Lines M9-N9
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck slump Air Temp. Conc. Temp. % Air
06:45 245 2 1/2" 46°F 60°F 1.2
07:00 257 3" 46°F 62°F 1.1
07:30 250 3 1/2" 46°F 62°F 1.5
07:40 248 2 1/2" 48°F 64°F 1.2
08:00 245 2 1/2" 48°F 66°F 1.6
08:30 133 2" 48°F 62°F 1.4
09:10 132 2 1/2" 50°F 64°F 1.8
09:15 260 3" 51°F 66°F 1.5
10:00 125 2 3/4" 52°F 68°F 1.4
10:30 257 3" 52°F 66°F 1.3
REMARKS:
1. Temperatures inside building ranged from 450 - 58°F.
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.
Slab On Grade Facility Group Coca Cola Northampton
G-K � IHI
8-11 U
Truck# Time Patched Time @ Job Time Mixing Time P uri e Slump.
260 5:50 6:20 5 to 10 min 6: , `,'"" 2 a/2
262 6:15 6:30 _.,.. ....
125 6:20 6:45 6:50 6:55 3
132 6:20 7:00 7:05 7:10
250 6:30 7:05 7:10 7:20 3
257 6:35 7:10 7:20 7:35
126 6:45 7:20 7:25 7:40 21/2
248 6:50 7:25 7:35 7:45
253 6:50 7:25 7:40 7:50 23/4
260 7:00 7:35 7:50 8:05
131 7:30 7:45 7:55 8:00 31/4
262 7:40 7:50 7:55 8:15
119 7:40 7:50 8:00 8:10 3
125 7:40 8:00 8:05 8:15
128 7:30 8:00 8:10 8:20 21/2
258 7:35 8:10 8:15 8:25
111 7:40 8:15 8:20 8:30
127 7:40 8:20 8:25 8:35 3
132 7:30 8:20 8:30 8:40
118 8:00 8:25 8:40 8:50 31/2
198 7:30 8:20 8:45 8:50
250 8:00 8:30 8:50 9:05
138 7:55 8:35 8:50 9:00 3
257 7:50 8:15 9:00 9:10
248 8:00 8:40 9:05 9:15 21/2
253 8:20 8:30 9:05 9:20
123 8:30 9:05 9:10 9:30 3
260 8:50 9:00 9:25 9:35 2
131 9:00 9:15 9:35 9:50
128 9:10 9:30 9:45 10:05 23/4
126 9:20 9:30 9:50 10:10
111 9:30 9:45 10:10 10:20 3
132 9:35 9:55 10:20 10:30
198 9:45 10:10 10:25 10:40 31/4
118 10:00 10:15 10:30 10:45
138 10:15 10:30 10:45 10:50 3
257 10:25 10:40 10:50 11:00
248 10:30 10:50 11:00 11:05
253 10:55 11:00 11:05 11:15 21/2
123 10:50 11:05 11:10 11:20
127 11:00 11:15 11:20 11:30 3112
131 11:10 11:20 11:30 11:40
129 11:20 11:30 11:40 11:50 2
119 11:30 11:40 11:40 11:50
128 11:40 11:50 11:55 12:05
126 11:45 11:55 12:00 12:30 3
111 11:55 12:05
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 42 DATE: ; $(15/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: S-F Concrete
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines G-K, 8-11 }� k
Reported to: Facility Constructors, Inc. - Attention: Mr. John Ne
CYLINDER FABRICATION OF BUW
DATE CAST: 5/15/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set 411-A,B,C,D 07:10 250 3500 3" Slab on Grade-Lines G-H, 8-9
Set 412-A,B,C,D 07:45 253 3500 2 1/2" Slab on Grade-Lines G-H, 9-10
Set 413-A,B,C,D 08:00 128 3500 3" Slab on Grade-Lines G-H, 10-11
Set 414-A,B,C,D 08:30 127 3500 2 3/4" Slab on Grade-Lines H-J, 8-9
Set 415-A,B,C,D 09:00 257 3500 3" Slab on Grade-Lines H-J, 9-10
Set 416-A,B,C,D 09:30 260 3500 2 1/2" Slab on Grade-Lines H-J, 10-11
Set 417-A,B,C,D 09:55 131 3500 3" Slab on Grade-Lines J-K, 8-9
Set 418-A,B,C,D 10:45 138 3500 3 1/2" Slab on Grade-Lines J-K, 9-10
Set 419-A,B,C,D 11:15 127 3500 2 3/4" Slab on Grade-Lines J-K, 10-11
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
07:00 125 2 1/2" 50°F 62°F 1.6
07:10 250 3" 50°F 60°F 1.8
07:45 253 2 1/2" 50°F 62°F 1.5
08:00 128 3" 50°F 60°F 1.1
08:30 127 2 3/4" 51°F 62°F 1.4
09:00 257 3" 51°F 60°F 1.6
09:30 260 2 1/2" 53°F 62°F 1.8
09:55 131 3" 53°F 64°F 1.4
10:45 138 3 1/2" 54°F 62°F 1.6
11:15 127 2 3/4" 55°F 64°F 1.5
REMARKS:
1. Temperatures inside building ranged from 45° - 55°F.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
'V.4-j..
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.
-� ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massach tt&444�-- 7
Phone: (413) 736-1846
r
Facility Group Coca Cola Northampto '
DEPT Of FU"
NNORT.
Truck# Time Patched Time @ Job Time Mixing Time Pouring Time Finished Slump.
261 6:45 5 to 10 min 6:50 6:55 2
245 6:45 7:00 7:05
124 6:30 6:50 6:50 7:00
259 6:55 6:50 7:10 21/2
133 6:55 6:55 7:00 7:10
257 6:20 7:00 7:10 7:20
254 7:00 7:10 7:20
132 6:25 7:05 7:15 7:30
126 7:10 7:15 7:30
250 7:15 7:30 7:40
253 6:30 7:20 7:35 7:45
248 7:20 7:25 7:30
156 7:00 7:35 7:35 8:00
261 7:50 8:00 8:15
131 7:30 7:55 8:05 8:15
245 8:00 8:05 8:05 8:20
124 8:05 8:10 8:15 8:25
198 8:15 8:25 8:40
259 8:20 8:30 8:40
137 8:30 8:40 8:50
111 8:30 8:40 9:05
127 8:30 8:45 9:00
133 8:40 9:00 9:10
257 8:45 9:00 9:15
134 7:55 8:50 9:05 9:20
132 8:55 9:20 9:30
126 8:50 9:20 9:35
250 9:00 9:25 9:25
248 9:20 9:30 9:35
253 9:30 9:35 9:45
156 9:35 9:40 9:45 9:55 2
261 9:40 9:45 9:50 10:05
131 9:50 10:00 10:10
245 10:00 10:10 10:20
124 9:55 10:10 10:20 10:30
198 10:15 10:25 10:35
137 10:05 10:20 10:30 10:45
127 10:30 10:55 11:00
133 10:45 10:55 10:55 11:00
257 10:50 11:00 11:20
134 10:45 10:55 11:00 11:15
132 11:00 11:15 11:30
126 11:10 11:20 11:20 11:35
248 11:20 11:35 11:50
211 11:30 11:35 11:45
253 11:25 11:40 11:45 12:00
156 11:30 1 11:45 1 11:50 12:00
-7411; ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 41 DA ; .5/1,J93*
Client: Facility Constructors, Inc. .. ..... „�
Project: Coca Cola Bottling & Distribution Center, Northampton
Contractor: S-F Concrete
Producer: Construction Service 33t€
Location of Concrete Placement: Slab on Grade, Lines G-K, 5-8 F ,
Reported to: Facility Conntructors, Inc. - Attention: Mr. John N t0 ,......
z .
CYLINDER FABRICATION
DATE CAST: 5/12/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set 411-A,B,C,D 07:15 257 3500 3" Slab on Grade:Lines G-H, 5-6
Set 412-A,B,C,D 07:35 248 3500 2 1/2" Slab on Grade, Lines G-H, 6-7
Set 413-A,B,C,D 07:45 156 3500 2 1/2" Slab on Grade, Lines G-H, 7-8
Set 414-A,B,C,D 08:10 245 3500 3" Slab on Grade, Lines H-J, 5-6
Set 415-A,B,C,D 08:30 198 3500 2 1/2" Slab on Grade, Lines H-J, 6-7
Set 416-A,B,G,D 09:00 126 3500 2" Slab on Grade, Lines H-J, 7-8
Set 417-A,B,C,D 10:00 261 3500 3" Slab on Grade, Lines J-K, 5-6
Set 418-A,B,C,D 10:30 198 3500 2" Slab on Grade, Lines J-K, 6-7
Set 419-A,B,C,D 11:00 126 3500 2 3/4" Slab on Grade, Lines J-K, 7-8
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
07:00 259 2 1/2" 52°F 62°F 1.2
07:15 257 3" 52°F 62°F 1.4
07:35 248 2 1/2" 52°F 64°F 1.5
07:45 156 2 1/2" 52°F 63°F 1.8
08:10 245 3" 52°F 65°F 1.3
08:30 198 2 1/2" 53°F 640F 1.5
09:00 126 2" 54°F 66°F 1.4
10:00 261 3" 54°F 67°F 2.0
10:30 198 2" 55°F 64°F 1.6
11:00 126 2 3/4" 55°F 62°F 1.4
REMARKS:
1. Temperatures inside building ranged from 480 - 58°F.
Respectfully submitted,
ALLIED TESTING ABORATORIES, 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.
ALLIED TESTING LABORATORIES, INC.
I 15 St. George Road a Springfield, Massachusetts 01 104
Phone: (413) 736-1846 c ry1
Ln
MAY 1
Slab On Grade Facility Group Coca Cola Northam on R
D-G
8-11 gvf?Ri r -
Truck# Time Patched Time @ Job Time Mixing Time Pouring Time Finished Slump.
260 5:25 6:30 5 to 10 min 6:55 7:05 2
245 5:30 6:45 6:55 7:05 1 1/2
259 5:40 6:50 6:55 7:05
262 5:55 6:50 6:55 7:10
124 6:00 6:55 7:00 7:10 2
254 6:05 6:55 7:05 7:20 21/2
257 6:10 7:00 7:15 7:25
133 7:05 7:15 7:25 2
125 7:05 7:20 7:30
250 6:30 7:10 7:20 7:35
126 6:35 7:15 7:30 7:45 21/2
248 6:40 7:20 7:35 7:45
119 6:45 7:30 7:35 7:45
156 7:40 7:45 8:00 3
261 7:00 7:55 7:55 8:05
131 8:00 8:05 8:15
129 7:20 8:05 8:10 8:25 21/2
128 8:10 8:15 8:30
245 8:00 8:20 8:30 2
262 7:45 8:20 8:25 8:35
111 8:25 8:30 8:45 21/2
124 8:30 8:35 8:45
262 8:35 8:30 8:50 1 1/2
258 8:00 8:30 8:45 9:00
254 8:35 8:50 9:05 2112
127 8:45 9:00 9:15
257 8:50 9:00 9:20 3
133 8:15 8:55 9:10 9:20 3
126 9:00 9:20 9:30
250 8:35 9:10 9:20 9:30 21/2
248 9:00 9:15 9:30 9:40
119 9:10 9:20 9:45 9:55 3
156 9:25 9:50 10:00
262 9:45 9:50 9:55 10:05 3
131 9:55 10:05 10:15
129 9:50 10:10 10:25
245 10:00 10:10 10:20 10:25
128 10:15 10:25 10:35
124 10:05 10:25 10:30 10:40
111 10:25 10:35 10:50
258 10:15 10:30 10:50 11:00
133 10:40 10:50 11:05
127 10:30 10:50 11:05 11:20
119 11:30 11:35 12:00
131 11:25 11:50 12:05 12:10
129 11:30 11:55 12:05 1 12:30
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 40 DATE 5/11/95
Client: Facility Constructors, Inc. �
Project: Coca Cola Bottling & Distribution Center, Northampton, .
Contractor: S-F Concrete '
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines D8-Dll to G8-Gl
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newt n DEPT Of
CYLINDER FABRICATION
DATE CAST: 5/11/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Slab on Grade
Set 411-A,B,C,D 07:10 259 3500 " Lines D to E, 8 to 9
. x
Set 412-A,B,C,D 07:30 125 3500 Lines D to E, 9 to 10
Set 413-A,B,C,D 07:40 126 3500 2 '1/2" Lines D to E, 10 to 11
Set 414-A,B,C,D 07:50 119 3500 Lines E to F, 8 to 9
Set 415-A,B,C,D 08:30 245 3500 3". Lines E to F, 9 to 10
Set 416-A,B,C,D 08:50 248 3500 '-2 '1/2" Lines E to F, 10 to 11
Set 417-A,B,C,D 09:15 126 3500 2" Lines F to G, 8 to 9
Set 418-A,B,C,D 10:15 131 3500 3" Lines F to G, 9 to 10
Set 419-A,B,C,D 10:45 ill 3500 2 .1/2" Lines F to G, 10 to 10.5
Set 4110-A,B,C,D 12:00 119 3500 2 1/4" Lines F to G, 10.5 to 11
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
07:10 259 2 1/2" 46°F 640F
07:30 125 2" 46°F 64°F 1. 3
07:40 126 2 1/2" 46°F 62°F 1.6
07:50 119 2" 46°F 64°F 14
08:30 245 3" 48°F 66°F .0�
08:50 248 2 1/2" 48°F 65°F .':2
09:15 126 2" 48°F 64°F 1.3
10:15 131 3" 52°F 66°F 1.8
10:45 111 2 1/2" 52°F 62°F 1.4
12:00 119 2 1/4" 55°F 64°F 1.5
REMARKS:
1. Temperatures inside building ranged from 48° - 58°F
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
6�� v
A-�z-
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.
-- ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Facility Group Coca Cola Northampton 111.95
Truck # Time Patched Time a Job Time Mixing Time Pouring Time Finished Slump.
260 6:10 6:60 5 to 10 min 6:55 7:05 21/2
245 6:05 6:50 7:05 7:10 11/2
261 6:15 6:50 7:05 7:15
262 6:55 7:10 7:20 2
124 6:10 6:55 7:10 7:20
259 7:00 7:15 7:30
257 6:20 7:05 7:20 7:30 21/2
254 7:10 7:30 7:35
133 6:20 7:10 7:30 7:35 2
125 7:15 7:35 7:30
250 6:25 7:20 7:40 7:55 21/2
126 7:25 7:50 8:00 3
253 6:35 7:30 7:50 8:05
156 7:35 8:00 8:10
131 7:10 7:40 8:05 8:15 2
198 7:45 8:10 8:20
245 7:40 8:05 8:15 8:25
261 7:55 8:10 8:20 8:30
129 8:15 8:25 8:40 21/2
262 8:00 8:20 8:30 8:40
259 8:15 8:30 8:40 8:50 3
257 8:35 8:50 9:00
254 8:30 8:50 8:55 9:05
133 8:55 9:00 9:15
250 9:00 9:15 9:20 9:30 31/4
136 9:25 9:30 9:40
253 9:30 9:35 9:45
156 9:30 9:45 9:50 10:00 21/2
131 9:35 9:45 9:50 10:00
198 9:45 10:00 10:00 10:10 2
245 10:05 10:10 10:20
261 10:10 10:20 10:30 3
129 10:00 10:15 10:20 10:30
262 10:30 10:35 10:45 21/2
124 10:20 10:35 10:40 10:50
248 10:00 10:45 10:50 10:55
259 10:50 10:55 11:05 3
250 10:55 11:05 11:10
126 10:20 10:55 11:10 11:25 23/4
133 11:15 11:20 11:25
259 11:20 11:25 11:25 21/2
131 11:15 11:30 11:35 11:50
245 11:50 11:55 12:05 3
129 11:45 12:00 12:05 12:20
127 1 12:20 1 1 12:25 1 12:45
259 12:50 12:50
--4 - ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 39 DAT*..- 5/10/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: S-F Concrete
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines D5-D8 to G5-G8
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 5/10/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Slab on Grade
Set 111-A,B,C,D 07:10 261 3500 , Lines D to E, 5 to 6
Set 112-A,B,C,D 07:30 133 3500 2 j2'.' Lines D to E, 6 to 7
Set 113-A,B,C,D 07:45 250 3500 ` " ` Lines D to E, 7 to 8
Set 114-A,B,C,D 08:00 131 3500 3" Lines E to F, 5 to 6
Set 115-A,B,C,D 08:15 245 3500 3" Lines E to F, 6 to 7
Set 116-A,B,C,D 09:15 250 3500 31/4" Lines E to F, 7 to 8
Set 117-A,B,C,D 10:25 261 3500 V Lines F to G, 5 to 6
Set 118-A,B,C,D 11:15 126 3500 3 1/2" Lines F to G, 6 to 7
Set 119-A,B,C,D 11:55 245 3500 `2 314" Lines F to G, 7 to 7.5
Set 1110-A,B,C,D 13:00 259 3500 -2 1/2" Lines F to G, 7.5 to 8
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
06:55 260 2 1/2" 55°F 62°F
07:10 261 2" 55°F 660F
07:30 133 2 1/2" 55 0F 71°F
07:45 250 2 1/2" 55°F 70°F
08:00 131 3" 56°F 74°F
08:15 245 3" 56°F 72°F
09:15 250 3 1/4" 56°F 66°F
10:25 261 3" 56°F 70°F
11:15 126 3 1/2" 58°F 64°F
11:55 245 2 3/4" 58°F 65°F .f3
13:00 259 2 1/2" 58°F 62°F
REMARKS:
1. Temperatures inside building ranged from 50°F - 60°F
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
a/.4 41.44V�Y-
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 38
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, �gkk.,
Contractor: S-F Concrete AY
Producer: Construction Service a ^'
Location of Concrete Placement: Slab on Grade, Lines A8-All to D8-D1
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newto
CYLINDER FABRICATION
DATE CAST: 5/9/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 07:10 245 3500 " ` Slab on Grade - Lines A8-B$
Set #2-A,B,C,D 07:45 126 3500 /2":. " 93:ab on Grade - Li v.
Set #3-A,B,C,D , 07:55 260 3500 Sl h .on=e6rade..- LiVn io-b10
Set #4-A,B,C,D 08:45 198 3500 X31' 51 1 n.Gx .. . - 1
Set #5-A,B,C,D 09:15 260 3500 1/2'' Slab on Grade - Lines B8-C8'
Set #6-A,B,C,D 10:00 262 3500 1/2 lab on Gr de � � es�B9 C9
;'' e
Set #7-A,B,C,D 11:00 133 3500 `� '�� '` tines
Set #8-A,B,C,D 11:30 257 3500 � 2" � i
Set #9-A,B,C,D 13:10 259 3500 ,
Lines C1 1
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
06:55 260 2" 48°F 62°F 4
07:10 245 3" 48°F 62°F X1.8
07:45 126 2 1/2" 50°F 64°F 3.8
07:55 260 3" 50°F 64°F
08:45 198 3" 52°F 62°F
09:15 260 2 1/2" 54°F 64°F
10:00 262 3 1/2" 56°F 66°F2
10:30 156 * 6 1/2" * Truck #156 rejected due to excessive slump
11:00 133 2 1/2" 60`F 660F 1.0
11:30 257 2 1/2" 61°F 68°F t"
13:10 259 2" 63°F 67°F 1.6
REMARKS:
1. Temperatures inside building ranged from 460 - 65°F
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.
ALLIED TESTING LABORATO� -
1 15 St. George Road •Springfield, Massachuse t;.
?I
Phone: (413) 736-1846 ` "5/8/95
ak! i
CONCRETE FIELD REPORT NO. 37 DAT nEPT OF BuILM14G c
Client: Facility Constructors,
Inc.
� _�_
Project: Coca Cola Bottling & Distribution Center, Northampto �°
Contractor: S-F Concrete
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines A5-A8 to D5-D8
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 5/8/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #!-A,B,C,D 07:15 259 3500 3" Slab on Grade-Lines A5-05
Set 112-A,B,C,D 07:35 125 3500 2 1/2" Slab on Grade-Lines A6-C6
Set 113-A,B,C,D 08:15 261 3500 2" Slab on Grade-Lines A7-C7
Set 114-A,B,C,D 08:30 262 3500 2 1/2" Slab on Grade-Lines C5-D5
Set 115-A,B,C,D 09:30 250 3500 2" Slab on Grade-Lines C6-D6
Set 116-A,B,C,D 10:00 112 3500 3" Slab on Grade-Lines A8-B8
Set 117-A,B,C,D 10:35 254 3500 2 3/4" Slab on Grade-Lines B8-C8
Set 118-A,B,C,D 11:00 118 3500 3" Slab on Grade-Lines C8-D8
Set 119-A,B,C,D 11:30 253 3500 3 1/2" Slab on Grade-Lines A8-B8
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
07:00 261 2 1/2" 48°F 64°F 1.8
07:15 259 3" 50°F 66°F 2.0
07:35 125 2 1/2" 50°F 66°F 1.6
08:15 261 2" 51°F 67°F 1.8
08:30 262 2 1/2" 51°F 63°F 1.5
09:30 250 2" 53°F 62°F 1.4
10:00 112 3" 55°F 62°F 2.2
10:35 254 2 3/4" 58°F 62°F 1.8
11:00 118 3" 58°F 60°F 2.2
11:30 253 3 1/2" 58°F 62°F 2.0
No. Yds: 454
REMARKS:
1. Temperatures inside building ranged from 48° - 60°F
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
U4
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 7 DA
r r
Client: D.O.S. Concrete Service, Inc.
Project: Coca Cola Bottling & Distribution Center 4 MAY
Contractor: DOS Concrete Service, Inc.
Producer: Construction Service
Location of Concrete Placement: Silo Pad DEpTOf8U1tDItJG1 PE.t,TlU�JS
NORTM PT MA 01060
Reported to: D.O.S. Concrete Service, Inc. - Attention: Mr. Fred Sirard
CYLINDER FABRICATION
DATE CAST: 5/1/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set X11-A,B,C,D 08:45 261 4000 4" Silo Pad
Set #2-A,B,C,D 10:45 260 4000 2 1/2" Silo Pad
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck slump Air Temp. Conc. Temp. % Air
08:45 261 4" 52°F 60°F 5.7
10:45 260 2 1/2" 62°F 62°F 5.5
Weather: Cloudy
Temp: 520-62°F
No. Yds: 60
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
�V'`n,. ���
'C U%w�
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
CONCRETE FIELD REPORT NO. 36 DATE: 4/24/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: S-F Concrete
Producer: Construction Service
Location of Concrete Placement: Slabs between Locking Dock Pits Diamonds @ Columns
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 4/24/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 10:30 245 3500 4" Slabs Between Locking Dock Pits
Diamonds @ Columns
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
10:30 245 4" 54°F 66°F 2.0
Weather: Fair
Temp: 54°F
No. Yds: 20
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 35 - PAGE TWO DATE: 4/21/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Truck Time Time Time Time Time
No. Batched @ Job Mixing Pouring Finished Slum
260 06:05 06:55 5-10 Min. 07:00 07:15 2"
252 06:15 07:00 it 07:05 07:15 2 1/2"
256 06:50 07:00 it 07:15 07:25
258 06:20 07:05 if 07:25 07:35
261 06:35 07:20 It 07:35 07:45 2"
124 06:40 07:20 07:35 07:45
245 07:15 07:30 07:45 08:10 2 1/2"
156 07:00 07:20 07:45 08:00
119 07:10 07:45 08:05 08:20
131 07:20 08:10 08:15 08:30 2 1/2"
111 07:15 08:05 " 08:30 08:45
127 07:30 08:05 08:45 09:00
262 08:00 08:10 " 08:50 09:00 3"
125 07:35 08:10 " 08:55 09:10
257 08:10 08:25 " 09:05 09: 15
259 08:15 08:35 " 09:10 09:20
261 08:20 08:35 09:20 09:25 2 1/2"
124 08:35 09:00 09:30 09:40
245 08:55 09:15 09:30 10:00 3"
156 08:45 09:20 09:40 09:50
119 09:15 09:25 10:20 10:35
131 09:00 09:15 " 10:30 10:35 2 1/2"
111 09:30 09:45 " 10:35 10:45
262 09:55 10:10 10:45 11:00 1 1/2"
127 09:35 10:15 " 10:45 11:00
254 10:15 10:40 11:05 11:15 2"
257 10:30 10:40 " 11:15 11:30
156 11:15 11:35 11:40 11:50
131 11;45 11:45 " 12:00 12:15 3"
111 11:55 11:55 12:20 12:25
127 12:10 12:10 12:30 12:45
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) 736-1-84.611
CONCRETE FIELD REPORT NO. 35 DATE: 4/21/95
Client: Facility Constructors, Inc.
~ 26 ., .x;
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: S-F Concrete
VY
Producer: Construction Service
Location of Concrete Placement: Slab on Grade-Lines G3-G5,H3-H5, J3-J5, Kl-K5
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 4/21/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 07:30 259 3500 2" Slab on Grade-Lines G3-G4
Set #2-A,B,C,D,E 08:20 131 3500 2 1/2" Slab on Grade-Lines G4-G5
Set #3-A,B,C,D 08:45 262 3500 3" Slab on Grade-Lines H3-H4
Set #4-A,B,C,D,E 09:10 257 3500 3" Slab on Grade-Lines H4-H5
Set #5-A,B,C,D 10:30 131 3500 2 1/2" Slab on Grade-Lines J3-J4, J4-J5
Set X16-A,B,C,D,E 11:15 257 3500 2 1/2" Slab on Grade-Lines K1-K5
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
07:00 260 2" 45°F 62°F 1.6
07:10 262 1 1/2" 45°F 62°F 1.5
07:30 259 2" 46°F 66°F 1.8
08:20 131 2 1/2" 48°F 68°F 2.2
08:45 262 3" 48°F 66°F 2.0
09:10 257 3" 50°F 64°F 1.8
10:30 131 2 1/2" 50°F 66°F 1.5
11:15 257 2 1/2" 50°F 64°F 1.4
Weather: Cool
No. Yds: 324
REMARKS:
1. Temperatures inside building ranged from 420 - 55°F
2. Unit Weight - 155.8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
a' za � ► -
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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.
CONCRETE FIELD REPORT NO. 34 - PAGE TWO DATE: 4/20/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Truck Time Time Time Time Time
No. Batched @ Job Mixing Pouring Finished Slump
245 06.:50 07:05 5-10 Min. 07:15 07:25 2 1/2"
257 07:00 07:05 07:20 07:30 3"
260 06:25 07:10 07:30 07:40
254 07:05 07:10 07:30 07:40 3 1/2"
262 06:35 07:15 " 07:40 07:45
259 06:45 07:15 07:45 07:50
261 06:50 07:20 07:50 07:55 2 1/2"
129 07:20 07:40 07:55 08:05
131 07:30 07:40 08:05 08:10
124 07:40 07:45 08:10 08:20
248 07:10 08:00 08:15 08:25 2 1/2"
156 07:15 08:00 08:20 08:30
111 07:20 08:15 08:30 08:45
245 07:50 08:20 " 08:35 08:45 2 1/2"
127 07:30 08:20 " 08:45 09:00
257 08:10 08:20 08:50 09:05
260 08:15 08:35 09:00 09:20
254 08:25 08:30 09:05 09:20 1 1/2"
262 08:35 08:45 09:15 09:25
259 08:40 08:55 09:25 09:35
133 09:00 09:15 09:35 09:45
129 08:50 09:20 " 09:45 10:00 1 1/2"
124 09:10 09:30 09:45 10:00
248 09:15 09:30 " 10:00 10:10
156 09:30 10:00 10:10 10:20
245 09:50 10:05 " 10:10 10:20
111 09:45 10:10 " 10:20 10:30
127 10:00 10:15 " 10:25 10:35. 2"
257 10:05 10:30 " 10:35 10:45 2 1/2"
254 10:15 10:30 " LO:35 10:50
262 10:30 10:40 10:45 11:00
259 10:40 10:50 " 10:50 11:05
133 10:50 11:00 " 11:00 11:15 2"
129 10:55 11:10 11:15 11:25 1 1/2"
124 11:00 11:15 11:25 11:35
248 11:15 11:25 11:35 11:45 2 1/2"
245 11:20 11:30 11:35 11:50
156 11:30 11:45 11:50 12:10
111 11:50 12:00 " 12:15 12:30 2"
127 12:10 12:30 " 12:30 12:45
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 34 DATE: 4/20/95
Client: Facilit Constructors, Inc.
Project: Bottling & Distribution Center, Northampton, MA!. �j
Contractor: ncrete
Producer: Construction Service
Location of Concrete Placement: Slab on Grade, Lines C-G, 3-5 2 6
Reported to: Facilities Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 4/20/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 07:35 254 3500 3 1/2" Slab on Grade-Lines C3-D3
Set #2-A,B,C,D,E 08:10 124 3500 2" Slab on Grade-Lines C4-05
Set #3-A,B,C,D 08:40 245 3500 2 1/2" Slab on Grade-Lines D3-E3
Set #4-A,B,C,D,E 09:00 260 3500 1 1/2" Slab on Grade-Lines D4-D5
Set #5-A,B,C,D 09:40 129 3500 1 1/2" Slab on Grade-Lines E3-F3
Set #6-A,B,C,D,E 10:15 111 3500 2 1/2" Slab on Grade-Lines E4-E5
Set X17-A,B,C,D 11:15 129 3500 2" Slab on Grade-Lines F3-G3
Set #8-A,B,C,D,E 12:00 156 3500 2 1/2" Slab on Grade-Lines F4-G5
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
07:10 245 2 1/2" 46°F 64°F 1.5
07:35 254 3 1/2" 46°F 62°F 2.0
08:10 124 2" 50°F 66°F 1.2
08:40 245 2 1/2" 50°F 64°F 1.5
09:00 260 1 1/2" 52°F 60°F 1.6
09:40 129 1 1/2" 52°F 65°F 2.2
10:15 111 2 1/2" 58°F 60°F 1.4
11:15 129 2" 58°F 62°F 1.8
12:00 156 2 1/2" 58°F 66°F 1.2
Weather: Sunny/Cool
No. Yds: 420
REMARKS:
1. Temperatures inside building ranged from 400 - 55°F.
2. Unit Weight - 154.3
3. Yield - 26.8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki'
Copy: Director of Testing Services
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 33 - PAGE TWO DATE: 4/19/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Truck Time Time Time Time Time
No. Batched @ Job Mixing Pouring Finished Slump
260 07:20 07:45 5-10 Min. 07:45 07:55 3" - 2 1/2"
245 07:30 07:50 it 07:55 08:05 3 1/2" - 2"
262 07:45 08:00 if 08:05 08:1.0 2 1/2"
259 07:55 08:05 it 08:12 08:20
257 08:05 08:15 08:20 08:35 3 1/2"
254 08:15 08:20 08:25 08:35
250 08:25 08:30 08:35 08:45
124 08:30 08:40 " 08:45 08:55 3"
156 08:35 08:40 " 08:55 09:00
119 08:40 08:55 Too Wet 09:00 09:30
260 08:50 09:05 5-10 Min. 09:10 09:20 3 1/2"
245 09:05 09:20 09:20 09:30 3"
262 09:26 09:30 09:30 09:40
259 09:25 09:35 09:40 09:45 3"
257 09:30 09:45 09:50 10:00
254 09:40 09:50 10:00 10:10
250 09:50 10:05 " 10:10 10:20 3 1/2"
124 10:00 10:15 10:15 10:30
156 10:15 10:25 10:30 11:10
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
CONCRETE FIELD REPORT NO. 33 DATE: 4/19/95
Client: F nstructors, Inc.
Project: 4i Oottling & Distribution Center, Northampton; .
Contractor: S-F Concrete r
Producer: Construction Service {
Location of Concrete Placement: Slab on Grade, Lines A-C, 3-5 2 6
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newt n _�
CYLINDER FABRICATION
DATE CAST: 4/19/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 08:30 257 3500 3 1/2" Slab on Grade- A3-B3 Line
Set #2-A,B,C,D,E 09:15 260 3500 3 1/2" Slab on Grade- :A4-B4 Line
Set #3-A,B,C,D 09:45 259 3500 3" Slab on Grade- B3-C3 Line
Set #4-A,B,C,D,E 09:55 250 3500 3 1/2" Slab on Grade- B4-C4
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Cone. Temp. 7. Air
07:45 260 3" 46°F 62°F 2.5
08:15 245 2 1/2" 50°F 64°F 1.8
08:30 257 3 1/2" 50°F 63°F 2.0
09:15 260 3 1/2" 50°F 64°F 2.4
09:45 259 3" 53°F 62°F 1.8
09:55 250 3 1/2" 58°F 64°F 2.2
REMARKS:
1. Temperatures inside building ranged from 45° - 58°F.
2. Unit Weight - 155.2
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
� 4
By: Chester V. Dawicki
Director of Testing Services
Copy: Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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.
---Z4fg ALLIED TESTING LABORATORIES, INC.
1 1 S St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 32 DATE: 4/10/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Dock Leveler Pits - Slab
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 4/10/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:30 136 3000 3 1/2"'°p';' Slab, Dock Leveler Pits
F
STUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
13:30 136 3 1/2" 50°F 68°F 4.2
Weather: Sunny/Mild
No. Yds: 3 1/2
REMARKS:
1. Outside temperatures ranged from 280 - 50°F.
2. Reinforcing incorporated in today's placement found to be in accordance
with Drawing #RO1.
Respectfully submitted,
ALLIED ��T�ES'TI'N/G LABORATORIES, INC.
O-flv(%E{'�� v,4-�&
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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.
I 15 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 31 DATE: 4/3/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Dock Leveler Pits, Wl Line, WJ to WN
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 4/3/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 11:30 156 3000 4" Dock Leveler Pits
W1 Line, WJ to WN
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11:30 156 4" 50°F 60°F 5.2
Weather: Sunny/Mild
REMARKS:
1. Outside temperatures ranged from 300 - 55°F.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 30
Client: Faciity Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Service
Location of Concrete Placement: Wall, W1 Line WK-WM
Reported to: Faciity Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/30/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
i
A,B,C,D 11:30 258 ` 3 #fda23,. W1'E;Ine WK-'
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11:30 258 45°F 62°F 4.8
REMARKS:
1. Outside temperatures ranged from 300 - 45°F.
2. Reinforcing incorporated in today's placement found to be in accordance
with Drawing #RO1.
Respectfully submitted,
ALLIED TEEST'I'NG LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 29
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, NOrthampton, MA,;-,I,,,
Contractor: DOS Concrete ` 3 {
Producer: Construction Service
Location of Concrete Placement:
Reported to: Facility Constructors, Inc. - Attention: Mr. John NewtoQ���'iyE � ,
nl
YLINDER k' BRZAT :
DATE CAST: 3/28/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:30 258 e, Ott
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
13:30r � 50°F 68°F 4.0
REMARKS:
1. Outside temperatures ranged from 32° - 54°F.
2. Reinforcing incorporated in today's placement found to be in accordance
with Drawing #RO1.
Respectfully submitted,
ALLIED TEST� �ABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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.
-Z4f1;; ALLIED TESTING LABORATORIES, INC.
I 15 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 28 D 3/2719.5
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Dock Levelers Pits at W1 Line
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/27/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:30 252 3 1/2re Dock Levelers Pits at W1 Line
SLUMP TEST TEMPERATURES AIR CONTENT
Time Truck slump Air Temp. Conc. Temp. % Air
13:30 252 �2.f 52°F 66°F 4.2
Weather: Sunny/Cool
No. Yds: 11
REMARKS:
1. Outside temperatures ranged from 41° - 57°F.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Y.A a
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 27 DAT&, 3/23/95,
Client: Faciity Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall WR Line W2 to W1.5; Wal1'W3 WC to WA; Top Pier WP W2
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/23/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 15:00 254 4" Wall WR Line W2 to W1.5;
Wall W3 Line WC to WA;
Top Pier WP W2
SLUMP TEST TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
15:00 254 . 46°F 62°F 4.8
Weather: Cloudy
REMARKS:
1. Outside temperatures ranged from 350 - 50°F.
2. Reinforcing incorporated in today's placement found to be in accordance
with Drawing #RO1.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Y.. P-P
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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 •Springfrekd;Massackwsetts 01 104
Phone: (413) 736484
CONCRETE FIELD REPORT NO. 26 DAWN"
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall WR Line W4.5 to W2; Wall W1 Line WP.5 to WN.5;
Interior Footing WP-W2
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/22/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 14:30 2443ti,4U � � 4 W2..
:. Co WN.5
Interior Footing WP-W2'
SLUMP TEST TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
14:30 244 ' 48°F 60°F 4.6
Weather: Cloudy/Cool
REMARKS:
1. Outside temperatures ranged from 370 - 52°F.
2. Reinforcing incorporated in today's placement found to be in accordance with
Drawing #ROl.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
a 4w;r4&
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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) 736-1 846
CONCRETE FIELD REPORT NO. 25 ,. 3/ 1j9
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall, WR Line W5.5 to W4
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/21/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:30 252Ot� l/' " Wall, WR Line W5.5 to W4
SLUMP TEST TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
13:30 252 " 54°F 66°F 2
REMARKS:
1. Outside temperatures ranged from 42° - 560F.
2. Reinforcing incorporated in today's placement found to be in accordance with
Drawing #R01.
Weather: Cloudy/Rain
No. Yds: 19
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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.
-L4g--" ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 24 DATE: 3/20/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall WR Line W6.5 to W5, WR Line W1.5 to W1;
Footing W1 Line WR-WP.5
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/20/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 13:00 245 3000 4" Wall, WR Line W6.5 to W5,
WR Line W1.5 to W1
Set #2-A,B,C,D 15:30 250 3000 4" Footing, W1 Line WR-WP.5
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
13:00 245 4" 50°F 65°F 4.7
15:30 250 4" 53°F 66°F 4.9
REMARKS: Outside temperatures ranged from 340 - 530F.
Weather: Sunny
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 23 DATE: 3/17/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall WR Line W8 to W6.5 - Footing W1 Line WP.5 to WM
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/17/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 13:15 245 3000 4" Wall WR Line W8 to W6.5
Set #2-A,B,C,D 15:00 252 3000 3" Footing W1 Line WP.5 to WM
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
13:15 245 4" 52°F 68°F 5.5
15:00 252 3" 50°F 64°F 4.6
REMARKS:
1. Outside temperatures ranged from 38° - 54°F.
2. Reinforcing incorporated in today's placement found to be in accordance with
Drawing #RO1.
Weather: Lt. Rain/Cloudy
No. Yds: 70
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 22 DATE: 3/16/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall WR Line W9.5 to W8 - Footing W1 Line WR to WQ.5
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/16/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set 411-A,B,C,D 12:45 245 3000 2 1/2" Wall WR Line W9.5 to W8
Set 412-A,B,C,D 15:00 252 3000 3" Footing W1 Line WR to WQ.5
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
12:45 245 2 1/2" 58°F 64°F 4.2
15:00 252 3" 58°F 66°F 4.8
REMARKS:
1. Outside temperatures ranged from 360 - 58°F.
2. Reinforcing incorporated in today's placement found to be in accordance with
Drawing #R01.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 21 DATE: 3/15/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall Wll Line WQ.S to WR; Wall WR Line Wll to W9.5;
Interior Column Footing W2-WQ; Exterior Footing WR W2.5-W1
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/15/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:00 248 3000 3 1/2" Wall Wll Line WQ.S to WR
Wall WR Line Wll to W9.5
Interior Column Footing W2-WQ
Exterior Footing WR W2.5-W1
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slum Ai_r Temp. Conc. Temp. % Air
13:00 248 3 1/2" 54°F 66°F 4.4
REMARKS:
1. Outside temperature ranged from 40° - 54°F.
2. Reinforcing incorporated in today's placement found to be in accordance with
Drawing #R01.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
L0a ,
CONCRETE `IELD REPORT N0. 20 DATE: 3/14/95
Client 4 't '""Facility"constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Exterior Footings WR Line W4.5 to W2.5 - Wall Wll Line j,TN.5-
WQ.5
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/14/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set 411-A,B,C,D 12:45 253 3000 2 1/2" Exterior Footings WR Line W4.5
to W2.5
Set 412-A,B,C,D 14:30 245 3000 3 1/2" Wall Wll Line WN.5-WQ.5
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
12:45 253 2 1/2" 52°F 64°F 4.8
14:30 245 3 1/2" 52°F 66°F 5.6
REMARKS:
1. Outside temperature ranged from 38°F - 55°F.
2. Reinforcing incorporated in today's placement found to be in accordance with
Drawing #RO1.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 19 DATE: 3/13/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement:Exterior Footings WR Line W5.5 to W6.5 - Wall Wll Line WM-WN.5;
Interior Column Footings W2-WK, W2-WL, W2-WM
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/13/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EKACT LOCATION
Set #1-A,B,C,D 13:30 254 3000 4" Exterior Footings WR Line W5.5 to
W6.5
Set #2-A,B,C,D 15:00 253 3000 2 3/4" Wall Wll Line WM - WN.5
Exterior Column Footings W2-WK,
W2-WL, W2-WM
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck slump Air Temp. Conc. Temp. 7 Air
13:30 254 4" 62°F 72°F 5.4
15:00 253 2 3/4" 60°F 68°F 4.2
REMARKS:
1. Outside temperature ranged from 400 - 64°F
2. Reinforcing incorporated in today's placement found to be in agcordance with
Drawing #RO1.
Weather: Sunny/Mild
Respectfully submitted.
ALLIED TESTING LABORATORIES, INC.
avet. v4.4,z.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 18 DATE: 3/10/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall W1 line WJ to WK: Ext. ftg. WR line Wll to W6.5;
Int. col. ftgs. WL-W3, WM-W3, WN-W3, WQ-W3
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/10/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1 A,B,C,D 13:00 245 3000 2 1/2" Wall Wl line WJ to WK
Set #2 A,B,C,D 15:00 258 3000 3" Ext.ftg. WR line Wll to W6.5; int.col.ftgs
WL-W3, WM-W3,WN-W3, WQ-W3
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
13:00 245 2 1/2" 38°F 68°F 4.6
15:00 258 3" 36°F 66°F 4.2
REMARKS:
1. Outside temperature ranged from 28 - 36°F
2. Reinforcing incorporated in today's placement found to be in accordance with
Drawing #RO1.
Weather: mild/sunny
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 17 DATE: 3/9195
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Grade beam W3 line WE; wall Wll line WJ to WM; ext. ftg.
WR line Wll to W8
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/9/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1 A,B,C,D 11:45 252 3000 4" Grade beam W3 line WE
Set #2 A,B,C,D 15:00 245 3000 3" Wall Wll ne to WM.; ext. ftg. WR
line W11 to W8
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
09:45 257 2 1/2" 38°F 61°F 4.3
11:45 252 4" 41 63 5.4
15:00 245 3" 39 60 5.0
REMARKS:
1. Outside temperature ranged from 35 - 41°F
2. Reinforcing incorporated in today's placement found to be in accordance with
Drawing #RO1
3. Cold Weather Protection: Wall was covered and heated after pour.
Footings were covered.
Weather: sunny/cold
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 16 DATE: 3/8/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Footings W1 line WJ to WK; Int. column ftgs. WM-W4
WQ-W3; Exterior ftg. Wll line WQ-WR; wall W11 line
WH to WJ
Reported to: Facility Constructors, Inc.
CYLINDER FABRICATION
DATE CAST: 3/8/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1 A,B,C,D 11:00 127 3000 3 1/2" Footings Wl line WJ to WK
Set #2 A,B,C,D 14:30 252 3000 2 3/4" Int.col.ftgs. WM-W4 WQ-W3; Ext. ftg. Wll
line WQ-WR; wall Wll line WH to WJ
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. 7 Air
11:00 127 3 1/2" 58°F 70°F 4.0
14:30 252 2 3/4" 60°F 68°F 5.2
REMARKS:
1. Outside temperature ranged from 50 - 62°F
2. Reinforcing incorporated in today's placement found to be in accoreance with
Drawing #R01.
Weather: warm/sunny
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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.
--L4fj� ALLIED TESTING LABORATORIES, INC.
1 1 S St. George Road s Springfield, Massachusetts 01 104
Y
Phone: (413) 736-1846
CONCRETE FIELD REPORT N0. 15
'fi t 3/7/95
`h
Client: Facility Constructors, Inc. W
Project: Coca Cola Bottling & Distribution Center, Northampton, MA.
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Exterior Ftgs. W11 Line WN to .WP.S - Interior Col. Ftgs.WN-W5
WP-W5 WQ-W5 - Footing WC-W11 to W6 - Wall WE-WG at W11 Line
Reported to: Facility Constructors, Inc. - Attention: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/7/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1-A,B,C,D 10:15 257 3000 "} Exterior Ftgs. W11 Line WN to WP.S
Set 912-A,B,C,D 13:00 125 3000 3" Int. Col. Ftgs. WN-W5 WP-W5 WQ-W5
Set X13-A,B,C,D 14:30 258 3000 2 1/2" Footing WC-W11 to W6
Wall WE-WG at W11 Line
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
10:15 257 $0. 43°F 66°F 5.4
13:00 125 3" 51°F 68°F 4.6
14:30 258 2 1/2" 50°F 62°F 4.0
REMARKS:
1. . A' SoAn
2 � F tfi" � ttc —?lacement found to be in accordance kith
Weather: Cloudy/Mild
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
�X& aAa.-
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 14 DATE: 3/6/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall W11 WC to WE; int. ftgs. WM-W7, W6, .WP.W6,
WP-W7, WQ-W6, WL-W5
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/6/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:30 245 3000 3 1/2" Wall W11 WC to IdE; int.ftgs. wTM1-W7, W6,
WP.W6, WP-W7, WQ-W6, WL-W5
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
13:30 245 3 1/2" 44°F 66°F 4.5
REMARKS:
1. Outside temperature ranged 42 - 46°F
2. Reinforcing incorporated in today's placement found to be in accordance with
Drawing #ROl.
Weather: cloudy/mild Respectfully submitted,
No. Yds: 50
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
- � V
k �er
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
CONCRETE FIELD REPORT NO. 13 DATE: 3/3/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall W11 line WA to WC; ext.col.ftgs. WK.5 to WM.5;
Int.col.ftgs. WQ-W10 W9 W8; WP-W7 W10; W7-WN
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/3/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1 A,B,C,D 11:30 254 3000 2 1/2" Wall Wll line WA to WC
Set #2 A,B,C,D 14:30 .125 3000 3 1/2" Ext.col.ftgs. WK.5 to WM.5; Int. col
ftgs. WQ-WlO W9 W8; WP-W7 W10; W7-WT
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11:30 254 2 1/2" 42°F 66°F 4.8
14:30 125 3 1/2" 43 0F 64°F 4.2
REMARKS:
1. Outside temperature ranged from 32°-44°F
2. Reinforcing incorporated in today's placement found to be in accordance
with drawing #ROI.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. Dept.
C. Sherrill, coca Cola Construction Site
8 OR,
1 1.'L'
}
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / 1.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 12 DATE: 3/2/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall W3 line W8 to Wll; Int.col.ftgs. WM-W10 W9 W8
Ext.col.ftgs. WH to WK WN-W7 W8 W9 W10; WP W8 W9 W10
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 3/2/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1 A,B,C,D 11:30 252 3000 3" Wall W3 line W8 to Wll
Set #2 A,B,C,D 15:00 258 3000 2J" Int.col.ftgs. WM-W10 W9 W8; ext. col.
figs. WH to WK WN-W7 W8 W9 W10
WP-W8 W9 W10
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
10:00 258 2 1/2" 64°F
10:45 253 62°F
11:30 252 3" 42°F 64°F 4.8
15:00 258 2 1/2" 41°F 61°F 4.2
REMARKS:
1. Temperature range = 28°F to 42°F
2. Wall was tented and heated; temperature 55-65°F
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. Dept.
C. Sherrill, Coca Cola Construction Site
r
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
CONCRETE FIELD REPORT NO. 11 Date: 3/1/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Exterior col. ftgs. line W11 WA to WH; int. col. ftgs.
WL-W7,W8,W9; piers WB10, WC9,
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
fl
CYLINDER FABRICATION g,i!:, 810
DATE CAST: 3/1/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1 A,B,C,D 13:00 254 3000 3 1/2" Exterior col. ftgs. line Wll
WA-WH
Set #2 A,B,C,D 14:30 133 3000 3" Int.col.ftgs. WL—W7,W8,W9
Piers WB10,WC9,WE9,WFl0,WG10
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
13:00 254 3 1/2" 42°F 60°F 4.6
14:30 133 3" 40°F 62°F 4.2
REMARKS:
Contractor cautioned to provide cold weather protection.
Outside temperature ranged 250 to 42°
Reinforcing incorporated in today's placement found to be in accordance
with drawing #R01 (footings-piers)
Respectfully submitted,
c,LLIED TESTING LABORATORIES, INC.
Y.k a
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of 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.
I 15 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCRETE FIELD REPORT NO. 10 DATE: 2/23/95
Client: Facilities Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall WA line W5-W8; int. col. footings WK-W10, W8 W7
WL-W10 W9
Reported to: Facilities Constructors, Inc - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 2/23/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 14:00 126 Wall WA line W5-W8 Int.col. footings
WK-W10 W8 W7; WL- W10-W9
SLUMP TEST TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
14:00 126 40°F 60°F
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FIELD REPORT NO. 9 DATE: 2/22/95
Client: Facilities Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Wall @ loading dock area line W3, WA-WD, WA-W3,W5
Interior column footings WJ-W7 W8 W9 W10; WL-W8
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 2/22/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 10:45 245 3000 3" Wall @ loading dock area line W3, WA-WD,
WA-W3, W5; int.col. ftgs. WJOW7 W8 W9
W10, WL-W8
SLUMP TEST TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
10:45 245 3" 40°F 62°F 5.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Y.-& v4 :-&
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, City of Northampton Bldg. Dept.
Mr. 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
CONCRETE FI hi�!REPORT NO. 8 DATE: 2/21/95
Client: _ __ _Fac`xlities Constructors, Inc.
P�;6ject Coc� Cola Bottling & Distribution Center, Northampton, MA
Contractor•''' ' DOS,-Concrete
Producer: Construction Service
Location of Concrete Placement: Exterior and interior column footings
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 2/21/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 11:00 126 3000 2 1/2" Exterior column footing WA-W9.5,W10
W10.5 Interior column footings WG-W7
W8,W9; WH-W7,W8,W9,W1O' footing W3
WD-WE
SLUMP TEST TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11:00 126 2 1/2" 40°F 62°F 4.8
REPIARKS:
Reinforcing incorporated in today's placement found to be in accordance with
drawing #RO1.
Weather: Cloudy/mild
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. Anthony Patillo,' City of Northampton Bldg. Dept. .
Mr. Charles 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.
-w .... ..� ALLIED TESTING LABORATORIES, INC.
f t' _ 115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
CONCR E P F9&D REPORT NO. 7 DATE: 2/20/95
Facilities Constructors, Inc.
Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Interior column footings and exterior column footings
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 2/20/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 11:30 244 3000 2 1/2" Interior column footings, line WE-W10,
WF-W7,W8,W9,W10; WA-W5.5,W6,W6.5,W7,
W7.5,W8,W8.5,W9; Exterior column ftgs.
columns W4-WG,WF,WE
SLUMP TEST TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11: 30 244 2 1/2" 50°F 60°F 4.5
REMARKS: Reinforcing incorporated in today's placement found to be in accordance
with drawing #RO1.
Weather: sunny/mild
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
1X4 v�
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. Anthony Patillo, City of Northampton Bldg. Dept.
Mr. Charles 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.
v �"? ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
a - 3 199v Phone: (413) 736-1846
CONCq't , SPORT NO. 6 DATE: 2/17/95
E��°
Clie'' ?iAnr T! .°' � 'ci11ties Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Interior column footings and exterior footings
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 2/17/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1 A,B,C,D 11:30 132 3000 3" Interior column footings line WD-W7,
W8,W9,WiO WE-W7,W8,W9
Set #2 A,B,C,D 15:00 119 3000 2}" Exterior footings line WA-W3 W6
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. I Air
11: 30 132 3" 40°F 60°F 5.0
15:00 119 2j" 56°F 4. 2
REMARKS:
Reinforcing incorporated in today's placement found to be in accordance with
drawing #RO1.
Weather: sunny/mild
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
C44 v . -
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. Anthony Patillo, City of Northampton Bldg. Dept.
Mr. Charles 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
4
CONCRETE FIELD REPORT NO. 5 DAT
4 4.
Client: Facilities Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement:- Interior column footings and exterior footings
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 2/16/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
Set #1 A,B,C,D 11:30 132 3000 2 1'/2"� Interior column footings line A-
W8,W9,W10; $C-W7,W8,W9,W10
Set #2 A,B,C,D 14:00 254 3000 3*i'., Exterior footings line WB-WA W3
SLUMP TESTS TEMPERATURES AIR CONTENT
Time Truck Slump Air Temp. Conc. Temp. % Air
11:30 132 ' 40°F 58°F 4.2
15:00 254 56°F 4.8
Weatheer: : Sunny/warm
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
yw-e v4--&
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. Anthony Patillo, City of Northampton Bldg. Dept.
Mr. Charles 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
CONCRETE FIELD REPORT NO. 4 DATE: 2/15/95
Client: Facilites Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Contractor: DOS Concrete
Producer: Construction Service
Location of Concrete Placement: Interior column footings
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
CYLINDER FABRICATION
DATE CAST: 2/15/95
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 15:00 124 3000 3 1/2" Interior ^ol.,3mn fontinas, line WB-
W4,W5,W6,W7; line WK-W2,W3;
line W3-WC-WB
SLUMP TEST TEMPERATURES AIR CONTENT
Time Truck Slu Air Temp. Cone. Temp. % Air
15:00 124 3 1/2" 26°F 60°F 5.2
Weather. : cloudy/cold
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
yt4tA t1-
By: Chester V. Da:;icki
Director of Testing Services
Copy:
Mr. Anthony Patillo, City of Northampton Bldg. Dept.
Mr. Charles 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. 84 of Soils Tests Date: 8/8/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) M (pcf) M
1 Center pier, west end in
Freezer Cooler 100.8 13.6 104.2 96.7
2 Center pier, east end in
Freezer Cooler 99.4 13.1 104.2 95.4
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
! AlJ� ! !
p�3 f r
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
D TESTING LABORATORIES INC.
3 1 1 S St. George Road •Springfield, Massachusetts 01 104
_ Phone: (413) 736-1846
eP E , 3n l Tests Date;, J31/95
Client: Facility Constructors, Inc.
Project: t rig; .0 pr1but.ion Center, Northampton,, MA
Subject: So s Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) (7)
BACKFILL OVER NEW SEWER LINES
AT PARKING LOT
1 101.4 11.0 104.2 97.3
2 101.8 11.4 104.2 97.7
3 100.2 11.7 104.2 96.2
4 102.8 10.4 104.2 98.6
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 82 of Soils Tests Date: . fif,1�J95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) (7)
RAMP INTO FREEZER-COOLER
1 1st lift 120.6 4.5 126.2 ,6 .m
2 1st lift 121.4 5.3 126.2 6.2
3 1st lift 120.2 5.5 126.2 95.2
4 lst lift 122.4 4.6 126.2 -17.0
5 2nd lift 119.8 5.3 126.2
6 2nd lift 121.2 3.8 126.2 1: 96,0
7 2nd lift 122.6 4.0 126.2 1,47.1
8 2nd lift 123.6 3.4 126.2 98.0 •'
9 3rd lift 121.4 4.3 126.2 .
10 3rd lift 122.6 4.7 126.2 .
11 3rd lift 123.4 4.7 126.2 7.$
12 3rd lift 121.2 5.2 126.2 ?
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
n
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. . 81 of Soils Tests tie: 7/11/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD — ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) (�)
SUBGRADE, MONTESSORI SCHOOL PARKING LOT
1 120.4 5.1 126.2
2 121.5 3.2 126.2 46.3
3 120.2 4.6 126.2 95.E
4 121.8 3.7 126.2 96.5
Respectfully submitted,
ALLIED TESTING LnABORATORIES, 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
r. �5
i rq
€5 K
'1b a
1S
MEMBER: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. 79 of Soils Tests Date: 6/27/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject; Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) (7)
SOUTH APRON UNDER PAVEMENT
1 i 122.2 7.5 126.2 96.8
2 123.5 4.9 126.2 97.9
3 121.8 3.0 126.2 96.5
4 122.8 3.7 126.2 97.3
5 124.6 4.2 126.2 98.7
6 121.2 4.4 126.2 96.0
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.TM. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ED TESTING LABORATORIES, INC.
p
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
jepobto. 78 of Soils Tests Date: 6/26/95
CTient: Facility Constructors, inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (') (Pcf) (�)
BACKFILL SMH1 to SMH2
1 100.4 14.1 104.2 96.3
1
2 ' 99.8 12.7 104.2 95.8
3 101.6 12.0 104.2 97.5
4 100.8 13.3 104.2 96.7
5 102.4 9.2 104.2 98.3
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
4.
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.
ALLIED TESTING LABORATORIES.. INC.
I 15 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 77 of Soils Tests Date: 6/12/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (�)
SUB BASE ACCESS ROAD, SOUTH END, 1ST 100'
1 121.8 7.3 126.2 96.5
2 123.4 4.9 126.2 97.8
3 122.6 7.0 126.2 97.1
4 124.8 6.3 126.2 98.9
5 123.7 8.8 126.2 98.0
6 124.0 7.7 126.2 98.2
7 121.6 8.7 126.2 96.3
8 - - 123.0 7.0 126.2 97.5
Respectfully submitted,
...A
,
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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 76 of Soils Tests Date: 6/8/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) (�)
SUB BASE UNDER CONCRETE SOUTH APRON, LAST 9 BAYS
1 123.5 7.3 126.2 97.8
2 126.0- 6.5 126.2 99.8
3 125.8 7.4 126.2 99.7
4 124.6 4.6 126.2 98.7
5 123.2 8.0 126.2 97.6
6 124.2 5.9 126.2 98.4
7 122.9 9.5 126.2 97.4
8 123.6 7.2 126.2 98.0
9 125.0 4.6 126.2 99.0
10 124.5 7.1 126.2 98.6
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, Cityof 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. 75 of Soils Tests Date: 6/7/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7)
SUB BASE UNDER SOUTH APRON, 1ST 10 BAYS UNDER CONCRETE
1 121.8 7.3 126.2 96.5
2 125.6 5.3 126.2 99.5
3 124.2 7.6 126.2 98.4
4 123.4 5.2 126.2 97.6
5 122.8 7.3 126.2 97.3
6 124.4 6.7 126.2 98.6
7 122.6 6.2 126.2 97.1
8 125.2 7.3 126.2 99.2
9 124.3 5.1 126.2 98.5
10 124.8 7.4 126.2 98.9
11 ? "'" 123.8 7.1 126.2 98.1
12 14'; 124.1 6.0 126.2 98.3
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.
ALLIED TESTING LABORATORIES, INC.
1 1 S St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 74 of Soils Tests Date: 6/6/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7)
BACKFILL BEHIND RETAINING WALL, SOUTH APRON
1 1st lift 100.6 11.7 104.2 96.5
2 1st lift 103.3 11.0 104.2 99.1
3 2nd lift 101.4 12.0 104.2 97.3
4 2nd lift 100.1 11.2 104.2 96.1
5 3rd lift 102.5 10.4 104.2 98.4
6 3rd lift 99.8 13.0 104.2 95.8
7 4th lift 101.8 11.8 104.2 97.7
8 4th lift 102.4 9.2 104.2 98.3
9 Top lift (gravel) 124.2 6.5 126.2 98.4
10 Top lift (gravel) 123.5 7.3 126.2 97.8
Respectfully submitted,
y ALLIED TESTING LABORATORIES, INC.
[i ft
51995
DT U, By: Chester V. Dawicki
� r{^� 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.
1 1 S St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 73 of Soils Tests Date: 6/5/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (�)
FIRE LOOP UNDER SOUTH APRON
1 100.4 13.1 104.2 96.3
2 101.2 10.9 104.2 97.1
3 p' ,3 100.8 13.7 104.2 96.7
4 'I ` 99.5 13.2 104.2 95.5
5 10 1 102.4 12.5 104.2 98.3
6 �S 101.5 10.9 104.2 97.4
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, Cityof 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. 72 of Soils Tests Date: , 6/2/95
Client: Facility Constructors, Inc. --,
Project: Coca.Cola Bottling and Distribution Center, North 40,9 f� 0 W la `
Subject: Soils Tests � ��a . a•
Reported to: Facility Constructors, Inc. - Att: Mr. John Newto SUN
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D292A DEFT OF BUILDING IPJSP 10j ���JS
NORTHAMPTON MA OlG6O
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) M
BACKFILL @ RETAINING WALL APRON SIDE - LOADING DOCK
1 101.4 11.0 104.2 97.3
2 103.6 9.6 104.2 99.4
3 ' 100.4 11.2 104.2 96.4 `
4 101.2 10.2 104.2 97.1
5 102.8 11.3 104.2 98.7
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Za v4 :.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. Dept.
Coca Cola Construction Site, Mr. J. Sullivan
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. 71 of Soils Tests Date:r, 3/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Nortl Mt ,
Subject: Soils. Tests v
• k
Reported to: Facility Constructors', Inc.
a
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD — ASTM D2922 DEPT OF BUILDING INSPECTIONS
NORTHAMPTON,MA 01060
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (Pcf) C7)
BACKFILL AROUND CB 1 SOUTH DOCK$
1 ! 101.6 10.6 104.2 97.5
2 1 100.2 10.6 104.2 96.2
3 ' 102.6 10.3 104.2 98,5
BACKFILL AT RETAINING WALL, NORTH SIDE
4 101.5 12.9 104.2 97.4
5 99.8 13.0 104.2 95.8
6 100.4 11.1 104.2 96.3
7 101.3 8.8 104.2 .2
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. dept.
Coca Cola Cosntruction Site, Mr. J. Sullivan
MEMBER: A.S.TM. / 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. 70 of Soils Tests Datft 25/95 t'
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
Inspector on site this date observed excavation for retaining wall at south
shipping docks. tue to high water tablib that excess in this area, it was
, over excavated and 18" of stone was put in place to stabilize the soil below
footing. Also began excavation for south apron.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. Dept.
Coca Cola Construction Site, Mr. J. Sullivan
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. f 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. 69 of Soils Tests a 5/23/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) M (pcf) M
FINE GRADING BELOW SLAB LINES J.5-M 1-4
1 r' 126.4 4.7 130.0 =x,97.2
2 128.2 5.0 130.0 98.6
3 127.3 6.4 130.0 '98.0
4 126.7 5.6 130.0 97.5
5 129.0 5.3 130.0 99.2
6 128.4 3.4 130.0 98.8
7 126.0 4.3 130.0 '97.0
8 127.6 4.6 130.0 18.1
9 126.6 6.2 130.0 97:4
10 129.1 4.7 130.0 99.3
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services a M 2
Copy:
A. Patillo, City of Northampton Bldg. Dept. �1
Coca Cola Construction Site, Mr. J. Sullivan MAY 3 1995 �
AY 0 F ..�
_w.
P,i
du
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. 68 of Soils Tests
P ,ye: 5/22/9
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) (7)
FINE GRADING BELOW SLAB M-P 1-5 LINES
1 125.2 5.1 130.0
i
2 127.5 4.6 130.0 $ 1
3 126.4 3.2 130.0 97.2
4 128.2 5.0 130.0 X8.6
5 127.3 4.3 130.0 •:98.0 ,
6 126.0 4.6 130.0 96.9
FINE GRADING BELOW SLAB J.5-M 4-5
7 129.0 4.0 130.0 99.2
8 127.1 5.1 130.0 97.8
9 126.2 5.2 130.0 97.1
10 128.3 4.8 130.0 48.7
11 128.8 6.0 130.0 9901
12 125.4 5.9 130.0 96.5
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki - �•-
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. Dept. MAY 3 01995
Coca Cola Construction Site, Mr. John Sullivan
DEPT Of SUI �ar 0
!`�iUfti9 rr P� e,
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. 67 of Soils Tests Date 9195.
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northamp ._.
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
1\4 AY
,d .J
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
DEPT OF BUILDING INSPEL TIONS
TEST DRY MOISTURE MAXI NORTIIAMPi0N MA 01060
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) M (pcf) M
FINE GRADING BELOW SLAB - LINE P-R 1-5
1 124.9 3.1 130.0 6.0
2 125.6 4.6 130.0 96.6 .,
3 ' 126.2 5.0 130.0 97.1
4 124.6 5.1 130.0 95.8
5 125.2 3.4 130.01.3
6 127.6 3.8 130.0
7 126.8 5.3 130.0 "
8 126.2 3.9 130.0
9 126.8 4.6 130.0
10 128.2 5.0 130.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. Dept.
Coca Cola Construction Site, Mr. John Sullivan
a:r..
MEMBER: A.S.TM. / 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. 66 of Soils Tests Date: .
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, NorthaiC- onq �(
Subject: Soils Tests 15
Reported to: Facility Constructors, Inc. - Att: Mr. John Newtc
SAY 2 3
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922EpT�.,�f>�Sli C�?N�« S
1060
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) (7)
FINE GRADING BELOW SLAB, LINES N-R 5-8
1 123.8 5.4 130.0
2 I 124.7 2.4 130.0 ± a�4
3 125.1 3.0 130.0 .2
4 126.6 2.2 130.0 .3
.,.E
5 123.6 3.1 130.0 .1
6 125.4 2.4 130.0
VT
7 124.5 2.2 130.0
8 127.4 3.4 130.0
9 126.8 4.4 130.0
10 125.3 5.9 130.0
11 128.2 5.0 130.0 y
12 125.0 5.9 130.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
A..
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of Northampton Bldg. dept.
J. Sullivan, Coca Cola Construction Site
MEMBER: A.S.TM. / 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. 65 of Soils Tests Dat 5} 7195. .
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Nort ����- --°
Subject: Soils Tests �� -
Reported to: Facility Constructors, Inc. - Att: Mr. John Ne�
MAY 2 3 i99-7r
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D292 DEPT OF BUILDING INSPECTIONS
NORTHAMPTON MA 01060
TEST DRY MOISTURE MA=Tff
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (�)
FINE GRADE BELOW SLAB LINES K-N 5-8 S & F Concrete
1 / 126.4 5.1 130.0
2 127.2 4.9 130.0 X718
3 128.6 4.6 130.0 :9
4 126.2 4.2 130.0 0`.'1
5 125.4 5.9 130.0 X16.5
6 127.1 6.0 130.0 .8
7 129.4 4.7 130.0 9 '5
8 125.5 5.6 130.0 g .5
9 125.8 7.0 130.0 8
10 127.3 3.1 130.0 X8.0
11 126.6 5.7 130.0
12 127.7 5.5 130.0 98.2
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
e.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, City of 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 a Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 64 of Soils Tests D
Client: Facility Constructors, Inc. `� �,i �R
Project: Coca Cola Bottling & Distribution Center, Norm
-
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John N
IrMAY 2 21996 '
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D292 DEPT OF BUILDING INSPECTION
PvOr�THAhiFTON h1A 01060
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) (Pcf) (7)
NORTH LOADING DOCK APRON, SOUTH END STRIP
1 120.3 7.5 126.2Ty
2 122.7 8.3 126.2
3 122.7 7.2 126.2
4 124.6 7.7 126.2
5 121.1 7.4 126.2 ° -
6 123.3 8.3 126.2 97
CENTER STRIP_
7 125.2 7.3 126.2 Z
8 124.2 6.6 126.2 ' ±
9 121.7 6.6 126.2
10 124.8 6.2 126.2
11 125.5 7.2 126.2 .G _
12 123.7 6.4 126.2 Of
NORTH LOADING DOCK APRON, NORTH END STRIP
13 123.0 6.3 126.2 7
14 122.1 6.0 126.2
15 124.8 7.1 126.2xi
16 126.0 6.2 ; 126.2 _
17 124.6 8.1 126.2 '
18 123.7 7.1 126.2
FINAL GRADE BELOW SLAB, LINES N-4 8-11 (S & F Concrete)
1 127.4 4.1 130.0
2 128.2 5.0 130.0 6
3 126.8 5.3 130.0
4 128.0 3.8 130.0
5 129.6 4.4 130.0
6 127.8 5.2 130.0
7 125.1 7.6 130.0
8 124.6 6.9 130.0
9 126.4 4.9 130.0
10 127.2 3.3 130.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Copy:
Director of Testing Services
A. Patillo, City of 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
Report No. 63 of Soils Tests Date:
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northam b
Subject: Soils Tests
MAY i 819 Q
.,.
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton "
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) M (pcf)
FINE GRADING NINE K-N 8-11 S-F CONCRETE
1 124.9 3.3 130.0 96.1
2 124.6 3.3 130.0 95.8
3 r 125.3 2.2 130.0 96.4
4 125.2 3.2 130.0 96.3
5 126.2 4.6 130.0 97.0
6 130.3 3.6 130.0 100.2
7 128.9 4.1 130.0 99.1
8 124.6 4.4 130.0 95.8
9 124.7 3.1 130.0 95.9
10 124.2 3.1 130.0 95.6
11 130.6 4.7 130.0 100.5
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
G'L'-de-" v4 .
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 e Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 62 of Soils Tests Date>�. , = 95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
a Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
Flay
- � r4
i�
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
OFBU N(;TEST DRY MOISTURE MAXI M DEPNRTHAM P ON MA 01C060N5
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (%) (pcf) (7)
SUBGRADE LINE N-R 8-11
1 1/ 125.2 2.3 122.8 9
2 ! 119.6 3.0 122.8 97.4
3 117.1 4.6 122.8
4 117.4 3.6 122.8 95.6
5 121.8 3.0 122.8 99.2
6 119.4 3.4 122.8 97.2"'
7 124.3 3.3 122.8 101.3
8 120.6 4.8 122.8 "08.2
9 121.6 5.4 122.8 0
10 122.0 4.6 122.8 `9.9.3" ,
11 120.2 5.5 122.8 §8.0
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 TESTIN.C�....�LABOR ATORIES, INC.
115 St. Georgeg Ad�S k i i�dA1 z husetts 01 104
hone: (413) 736-I
UU MAY 1 7 W
Report No. 61 of Soils Tests ate xJ95
Client: Facility Constuctors, CTIONS
Project: Coca Cola Bottling and Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) M (pcf) M
SUBGRADE LINES J-M 5-11
1 121.7 3.4 122.8 .E
2 122.6 4.2 122.8 x,99.9
3 119.5 6.0 122.8 97.3
4
119.0 2.6 122.8 15.9
5 123.0 3.9 122.8 100.2
6 126.0 6.2 122.8 P2.6.
7 123.9 3.9 122.8 .9
g 123.8 2.5 122.8 *ay.9`
9 116.9 4.0 122.8 ' •2
10 125.4 3.1 122.8 Q2•i
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
XA vA"z-
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
Report No. 60-A of Soils Tests Date: 5/10/95 W 2 21
Client: Facility Constructors, Inc. 1�M
Project: Coca Cola Bottling and Distribution Center, Northanpt
Subject: Soils Tests R ILDINGWPRT. = ,S
NORTHAMPTON W U
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (%T--
% (Pcf)
SUB GRADE LINES M-R 1-8
1 120.7 4.0 122.8 98.3
2 i 119.8 5.3 122.89 'G
3 124.1 3.2 122.8 �f)�
4 123.1 3.4 122.8 1VO` 3
5 117.8 3.5 122.8 1S.9
6 122.9 3.3 122.8 l
7 123.3 3.7 122.8
8 117.8 6.7 122.8 .""
9 118.5 4.8 122.8
10 119.7 6.3 122.8 .-
11 118.6 4.9 122.8
12 120.8 4.5 122.8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
aLf, vA-,J'-
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
Report No. 59 of Soils Tests Date: 5/8/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, No ;,
Subject: Soils Tests " u
Reported to: Facility Constructors, Inc. - Att: Mr. John Ne MAY ' 5
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D292 J, ^N BtJ1LD'tdG '�S
h1A 01066
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7)
FINE GRADING BELOW SLAB LINE E5-Ell to G5-Gll
1 125.6 2.4 130.0 96.6
2 125.0 3.2 130.0 96.1
3 ' 126.4 3.0 130.0 97.2
4 123.6 3.4 130.0 98.1
5 127.5 4.8 130.0 99.6
6 129.5 4.1 130.0 97.8
7 127.2 4.5 130.0 95.5
8 124.1 2.8 130.0 96.7
9 125.7 3.5 130.0 98.1
10 127.5 3.0 130.0 95.0
Respectfully submitted,
ALLIED T-ELSTING 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.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 60 of Soils Tests Date: 5/9/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Construction, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7)
FINE GRADING BELOW SLAB LINE G5-Gll to J5-Jll
1 123.5 2.9 130.0 95.0
2 1/ 124.0 3.2 130.0 95.3
3 ' 124.9 3.1 130.0 96.0
4 124.5 2.4 130.0 95.7
5 125.8 2.5 130.0 96.8
6 123.8 2.8 130.0 95.2
7 129.8 4.1 130.0 99.8
8 129.3 4.9 130.0 99.4
9 124.9 4.7 130.0 96.0
10 124.2 3.3 130.0 95.6
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.
115 St. George Road a Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 58 of Soils Tests Date: 5/5/95
Client: Facility Constructors,Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: . Facility Constructors, Inc. Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) (7)
SUBGRADE BELOW SLAB G5 to Gll to J5 to Jll
1 121.6 3.7 122.8 99.0
2 ; 119.4 4.9 122.8 97.2
3 120.5 3.4 122.8 98.1
4 120.8 5.0 122.8 98.4
5 119.6 5.0 122.8 97.4
6 118.7 5.1 122.8 96.7
7 120.0 5.5 122.8 97.7
8 118.3 6.0 122.8 96.3
9 119.2 4.5 122.8 97.1
10 121.2 4.6 122.8 98.7
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
J. Sullivan, Coca Cola Cosntruction 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. 57 of Soils Tests Date: 5/4/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7)
SUBGRADE BELOW SLAB E5-G5, Ell-Gll
1 117.5 5.2 122.8 95.7
2 119.2 4.5 122.8 97.1
3 118.6 5.6 122.8 96.6
4 117.2 4.9 122.8 95.4
5 118.3 5.0 122.8 96.3
6 120.4 4.9 122.8 98.0
7 119.9 4.1 122.8 97.6
8 118.8 5.9 122.8 96.7
9 117.8 4.9 122.8 96.0
10 119.6 4.7 122.8 97.4
FINE GRADING BELOW SLAB LINES C5-Cll to E5-Ell
1 127.6 3. 9 130.0 98.1
2 128.0 4.2 130.0 98.5
3 126.4 4.2 130.0 97.2
4 125.2 4.3 130.0 96.3
5 127.4 4.1 130.0 98.0
6 128.4 3.2 130.0 98.8
7 126.5 3.9 130.0 97.3
8 127.1 4.3 130.0 97.8
9 126.2 4.4 130.0 97.1
10 128.8 3.9 130.0 99.1
Respectfully submitted,
ALLIE TESTING LABORATORIES, INC.
By: Chester AaMiZclki
Copy: Director of Testing Services
A. Patillo, Northampton Bldg. Dept.
J. Sullivan, Coca Cola Construction Site
MMEMBER: 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. 56 of Soils Tests Date: 5/3/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) M (Pcf)
FINE GRADING BELOW SLAB A5-05 to All-Cll
1 124.7 3.1 130.0 95.9
2 128.8 3.9 130.0 99.1
3 126.4 4.1 130.0 97.2
4 126.8 4.4 130.0 97.5
5 125.3 3.3 130.0 96.4
6 126.0 4. 2 130.0 97.0
7 127.5 4.8 130.0 98.1
8 124.8 4.0 130.0 96.0
9 125.1 4.4 130.0 96.2
10 128.4 3.4 130.0 98.8
11 128.6 3.0 130.0 99.0
12 127.5 3.8 130.0 98.1
REMARKS:
Fine Grading work performed by S-F Concrete
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.
iiit ALLIED TESTING LABORATORIES, INC.
115 St. George Road *Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 55 of Soils Tests Date: 5/2/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests Q
n S
Reported to: . Facility Constructors, Inc. - Att: Mr. John Newton
MAY 19-95-
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
DEPT O f BUI BUILDING P11 60 NS
TEST DRY MOISTURE MAXIMU
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf)
SUBGRADE BELOW SLAB C5-E5 to Cll-Ell
1 118.5 4.9 122.8 96.5
2 119.4 5.3 122.8 97.2
3 120.2 5.0 122.8 97.8
4 120.6 4.0 122.8 98.2
5 119.2 5.8 122.8 97.1
6 120.8 3.5 122.8 98.4
7 121.6 3.9 122.8 99.0
8 120.0 4.8 122.8 97.7
NORTH END SPRINKLER RISER C LINE
9 117.4 5.4 122.8 95.6
10 117.2 5.4 122.8 95.4
11 118.3 5.2 122.8 96.3
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;
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 54 of Soils Tests Date
Client: Facility Constructors, Inc. co
Project: Coca Cola Bottling and Distribution Center, Northampton,
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf)
SUBGRADE BELOW SLAB B5-05 to Bll-Cll
1 119.4 4.3 122.8 7.2=
2 122.1 5.3 122.8 X99.1
3 118.5 5.6 122.8 9 6.S"
4 120.7 4.5 122.8 98.3
5 119.9 5.5 122.8 97.6 z
6 120.2 4.4 122.8 97.9
7 121.6 4.2 122.8 99.0
g 119.8 5.5 122.8 95
9 120.0 3.8 122.8
10 120.2 4.6 122.8 90
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. 53 of Soils Tests Date: 4/28/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton1e1! U
MAY _ 41995
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
..............
TEST DRY MOISTURE MAXI M`
NO. LOCATION DENSITY CONTENT DENSITY '' COMPACTION
(pcf) M (pcf)
UNDERGROUND ELECTRICAL LINE J6-Jll
1 118.6 4.9 122.8 96.6
2 l 119.2 5.9 122.8 97.1
3 117.5 7.0 122.8 95.7
4 120.2 5.3 122.8 97.8
5 117.2 6.5 122.8 95.4
Respectfully submitted,
ALLIED TESTING ABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
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. 52 of Soils Tests Date: 4/27/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf)
SUBGRADE UNDER SLAB WA LINE W6-Wll
1 118.4 5.3 122.8 96.4
2 120.2 5.1 122.8 97.9
3 121.4 3.4 122.8 98.8
4 119.8 5.3 122.8 97.5
5 121.6 4.8 122.8 99.0
6 119.5 4.3 122.8 97.3
7 118.9 3.9 122.8 96.8
8 120.6 4.3 122.8 98.2
9 121.0 4.6 122.8 98.5
10 121.6 5.4 122.8 99.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Y . 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.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 51 of Soils Tests Date: 4/25/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton , MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD — ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf)
UNDERGROUND ELECTRICAL FOR EMERGENCY LIGHTS
AND EXHAUST FANS WA LINE 5-11
1 118.6 4.7 122.8 96.6
2 y- � � � � 117.5 4. 7 122.8 95.7
3 I ;.' IS 120.4 4.0 122.8 98.0
4 MAY 2 6% 119.3 4.5 122.8 97.1
5 118.2 6.1 122.8 96.2
6 DEPT r 31;1
'� 117.8 5.9 122.8 96.0
P, i'�J �aA,JiG6t?
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
NAEMBER: 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 5 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 50 of Soils Tests Date: 4/24/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling & Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD — ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (Pcf) C')
UNDERGROUND ELECTRICAL D LINE 6 to 11 FOR
AIR ROTATION SYSTEM
1 ' 118.3 4.1 122.8 96.3
2 117.5 4.5 122.8 95.7
e`er
3 119.0 4.6 122.8 96.9
t
4 MAY 2 1919' 118.5 4.3 122.8 96.5
5 117.6 5.6 122.8 95.8
L[_P1 OF BUILDING MS" ;
N�IRTNAIFTON
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
a a'"L'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.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 49 of Soils Tests Date: 4/20/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (Pcf) (7)
FINE GRADING LINE J1-J5 K1-K5
1 126.0 4.8 130.0 96.9
2 127.1 3.3 130.0 97.8
3 127.2 3.1 130.0 97.8
4 126.2 3.2 130.0 97.1
5 124.8 4.6 130.0 96.0
6 127.6 3.8 130.0 98.1
7 128.0 4.4 130.0 98.5
8 126.4 4.3 130.0 97.2
9 125.6 3.8 130.0 96.6
10 126.8 4.6 130.0 97.5
11 125.2 4.9 130.0 96.3
12 124.8 6.7 130.0 96.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
O�� V,A,�-
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 48 of Soils Tests Date: 4/19/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) M (Pcf) M
SUBGRADE LINES C3-05 E3-E5 PLUMBING TRENCH
1 120.6 5.8 122.8 98.2
2 122.8 5.6 122.8 100.0
3 119.2 4.4 122.8 97.1
4 120.2 5.3 122.8 98.0
5 118.4 4.3 122.8 96.4
6 118.2 6.5 122.8 96.2
SUBGRADE LINES J3-J5 K5-K1
7 120.0 4.0 122.8 97.7
g 121.4 5.1 122.8 98.8
9 118.4 4.4 122.8 96.4
10 119.6 5.2 122.8 97.4
11 120.3 5.1 122.8 98.0
12 117.8 5.8 122.8 96.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr.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. 47 of Soils Tests Date: 4/17/95
Client: 44W nstructors, Inc.
Project: ottling and Distribution Center, Northampton, MA
Subject:
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf)
SUBGRADE LINES A5-All
1 119.8 4.0 122.8 97.5
2 121.2 4.3 122.8 98.7
3 120.6 6.5 122.8 98.2
4 118.6 5.6 122.8 96.6
5 118.0 5.4 122.8 96.1
SUBGRADE LINES B5-Bll
6 120.4 4.3 122.8 98.0
7 119.7 4.0 122.8 97.5
8 120.2 5.3 122.8 98.0
9 119.6 3.5 122.8 97.4
10 121.5 3.4 122.8 98.9
11 119.8 4.2 122.8 97.5
12 120.1 5.5 122.8 97.8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 46 of Soils Tests Date: 4/14/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION_ DENSITY CONTENT DENSITY COMPACTION
(pcf) M (pcf) M
SUB GRADE BELOW SLAB LINE A3-C3 A5-05 Sub Contractor: Gagliarducci Construction Co.
1 118.4 3.7 122.8 96.4
2 119.2 4.5 122.8 97.1
3 118.8 5.5 122.8 96.7
4 ! 117.6 5.2 122.8 95.8 .
5 120.4 4.1 122.8 98.0
6 119.0 4.4 122.8 96.9
7 118.6 6.7 122.8 96.6
8 119.6 6.5 122.8 97.4
BELOW SLAB LINES A3-C3 TO A5-05 Sub Contractor: S-F Concrete
1 127.2 3.2 130.0 97.8
2 125.4 2.9 130.0 96.4
3 123.6 4.0 130.0 95.1
4 126.4 3.5 130.0 97.2
5 125.6 5.4 130.0 96.6
6 128.4 4.8 130.0 98.8
7 124.2 5.5 130.0 95.5
8 125.4 4.3 130.0 96.5
9 124.8 6.2 130.0 96.0
REMARKS:
Fine Grade work, done by S-F Concrete, above underground electrical and plumbing.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 45 of Soils Tests Date: 4/13/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (%) (pcf) (7)
BELOW SLAB J3-J5 to E3-E5 Sub Contractor: S-F Concrete
1 128.8 2.9 130.0 99.1
2 126.1 4.2 130.0 97.0
3 124.6 2.6 130.0 95.8
4 125.6 2.2 130.0 96.6
5 126.4 4.0 130.0 97.2
6 127.2 4.2 130.0 97.8
7 128.6 2.8 130.0 98.9
8 125.4 3.5 130.0 96.5
9 125.8 4.0 130.0 96.8
10 126.4 4.9 130.0 97.2
11 128.4 3.3 130.0 98.8
12 129.2 2.6 130.0 99.4
Remarks:
Finegrading of subgrade work done by S-F Concrete
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr.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. 44 of Soils Tests Date: 4/12/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) M (pcf) (%)
SUBGRADE BELOW SLAB J3-J5 TO E3-E5 Sub Contractor: Gagliarducci Construction
1 118.2 2.7 122.8 96.2
2 118.5 5.8 122.8 97.3
3 117.5 4.9 122.8 95.7
4 118.8 4.9 122.8 96.7
5 117.2 4.5 122.8 95.4
6 120.6 3.0 122.8 98.2
7 121.8 2.7 122.8 99.2
8 119.6 4.8 122.8 97.4
9 120.8 4.8 122.8 98.4
10 117.6 5.0 122.8 95.8
11 118.4 5.2 122.8 96.4
12 119.2 4.0 122.8 97.1
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 43 of Soils Tests1 Date: 4/10/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) %) (pcf) %)
BACKFILL OF DRAINAGE LINE, SOUTH END OF BUILDING
DMH131-DMH4
1 101.2 12.2 104.2 97.1
2 100.8 11.6 104.2 96.7
3 99.6 14.8 104.2 95.6
4 100.1 11.5 J04 2 96.1
5 98.4 12.0 104.2 94.4
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 42 of Soils Tests Date: 4/7/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf)
BACKFILL ROOF DRAINS K LINE 1-5
1 lst lift 102.6 11.3 104.2 98.5
2 101.5 13.7 104.2 97.4
3 102.4 11.1 104.2 98.3
4 103.8 12.1 104.2 99.6
5 101.8 10.5 104.2 97.7
6 2nd lift 116.8 3.1 122.8 95.1
7 118.6 3.2 122.8 96.6
g 118.6 3.2 122.8 97.0
9 119.8 4. 2 122.8 97.5
10 117.4 4.8 122.8 95.6
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 41 of Soils Tests Date: 4/6/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) �7)
BACKFILL DRAIN LINE REMOVAL NORTH END OF BLDG.
1 117.3 4.3 122.8 95.5
2 119.2 6.0 122.8 97.0
3 118.6 5.2 122.8 96.6
4 116.8 5.9 122.8 95.1
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 40 of Soils Tests Date: 4/5/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) (7) (Pcf) (7)
BACKFILL AROUND DOCK LEVELER PITS
W1 LINE WJ TO WN
1 118.6 4.9 122.8 96.6
2 120.2 4.5 122.8 98.0
3 117.5 4.8 122.8 95.7
4 119.4 3.8 122.8 97.2
5 118.8 3.4 122.8 96.7
6 117.0 5.4 122.8 95.3
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 39 of Soils Tests Date: 4/4/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD — ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7)
BACKFILL AROUND DOCK LEVELER PITS
W3 LINE
1 118.4 4.9 122.8 96.4
2 117.8 6.6 122.8 96.0
3 120.6 5.0 122.8 98.2
4 118.0 4.7 122.8 96.1
5 119.5 4.4 122.8 97.3
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
(i,'r- v 410:1�1
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 38 of Soils Tests Date: 4/3/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton,
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newt,on``
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 j
TEST DRY MOISTURE MAXIMUM W'
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) C7) (pcf) C7)
BELOW DOCK LEVELER PITS W1
LINE WJ TO WN
1 118.8 4.8 122.8 96.7
2 121.4 5.1 122.8 98.8
3 119.6 4.6 122.8 97.4
4 117.3 5.9 122.8 95.5
5 118.2 6.4 122.8 96.2
6 120.3 5.1 122.8 98.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
e
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 37 of Soils Tests Da 3W31,/95
fi
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf)
BACKFILL @ W1 LINE WALL DOCK PIT LEVELERS
1 117.3 3.5 122.8 X5.5
2 119.7 3.2 122.8 5
3 120.4 2.1 122.8 'fl
4 118.1 5.3 122.8
5 117.8 6.4 122.8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Norhampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 36 of Soils Tests Date: 3/30/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD — ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) (Pcf)
BACKFILL AROUND DOCK LEVELER PITS @ W1 LINE
1 118.2 6.9 122.8
2 117.0 6.4 122.8
3 119.6 4.7 122.8
4 120.2 5.0 122.8 7. ;
5 118.5 4.6 122.8 0."5 '
BELOW DOCK LEVELERS PITS @ W3 LINE
6 117.5 4.8 122.8 145-4, 7
7 119.1 4.3 122.8
8 120.6 4.1 122.8 .2,0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 35 of Soils Tests X00 V .,
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampt?
Subject: Soils Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton L. .
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD — ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7)
BELOW DOCK LEVELER PITS W1 LINE
1 117.3 6.2 122.8 f 5.5
2 119.6 5.5 122.8 J91.4
3 118.5 5.6 122.8 5
4 120.4 3.6 122.8 x10.0
5 118.8 7.4 122.8 967
6 117.0 8.1 122.8 45.3
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, coca Cola Constr. 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. 34 of Soils Tests Date: 'b-/24/9-5
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: FIELD DENSITY TESTS - ASTM D1556
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7)
BACKFILL INSIDE W1 LINE WP-WM LINE
1 117.4 5.3 122.8
2 120.2 4.3 122.8 97.9
3 119.6 4.0 122.8 ,_ .4
4 119.2 6.0 122.8 97.1
5 118.4 5.4 122.8 96.4`
BACKFILL OUTSIDE W1 LINE WP-WM LINE
6 117.0 7.2 122.8 X95.3;
7 119.2 5. 9 122.8 97.1
8 120.6 3.5 122.8 ,W2
9 121.4 3.9 122.8 98.8
10 118.8 4.2 122.8 ",96:7
Respectfully submitted,
ALLIED TTE. ESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 33 of Soils Tests Dt3 3/23/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
~ (pcf) (pcf) (7)
BACKFILL OUTSIDE W1 LINE WR TO WN
1 119.4 6.2 122.8 70-2
2 117.8 5.8 122.8 96.0 ,
3 118.5 7.5 122.8
4 1204.4 4.8 122.8 98.0
BACKFILL INSIDE WR LINE W4 - W2
5 118.8 5.5 122.8 96.7
6 117.0 7.5 122.8 95.3
7 119.8 5.8 122.8 97.5
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 32 of Soils Tests 1/22/95 t
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY.' OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (') (Pcf) (�)
BACKFILL INSIDE WR WALL AT W6 to W4
1 Elev. 95.00 119.8 5.5 122.8
2 Elev. 95.00 117.6 6.5 122.8 _a 95.8
3 Elev. 95.00 118.4 6.2 122.8 96.4 ,4
4 Elev. 95.00 120.4 6.0 122.8 98.0`
5 Elev. 97.00 116.8 4.0 122.8 A5.1
6 Elev. 97.00 117.6 5.9 122.8 5.8
7 Elev. 97.00 118.2 6.5 122.8 ,�6.2
8 Elev. 97.00 117.4 5.3 122.8 95.6
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
v4"'e-
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 31 of Soils Tests Date: 3/21/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
No. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) (Pcf)
BACKFILL INSIDE W3 LINE WA TO WC
1 118.6 6.3 122.8 96.8
2 120.4 6.0 122.8 98.0
3 119.2 5.2 122.8 97.1
4 119.6 5.5 122.8 97.4
BACKFILL WR LINE W9-W6
5 120.2 5.6 122.8 97.9
6 120.5 6.1 122.8 98.1
7 117.8 5.8 122.8 96.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 30 of Soils Tests Date: 3/17/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northamptonv- M - -
Subject: Soils Tests ;
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton
3 ( t
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD — ASTM D2922 F _ `
TEST DRY MOISTURE
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7)
BACKFILL INSIDE WR LINE Wll—W9
1 117.4 4.4 122.8 95.6
2 118.5 5.1 122.8 96.5
3 119.0 6.4 122.8 96.9
4 117.8 5.4 122.8 96.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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.
""Tu`__`,,A,'L'LIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. ;,r--29 of Soils Tests Date: 3/16/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) L7)
BACKFILL INSIDE Wll LINE WN-WR
1 117.4 4.6 122.8 95.6
2 118.8 5.5 122.8 96.7
t
3 119.2 4.5 122.8 97.1
4 117.8 4.9 122.8 96.0
5 118.2 6.9 122.8 96.2
6 120.4 6.0 122.8 98.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 28 of Soils Tests Date: 3/15/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (�)
BACKFILL INSIDE W11 LINE
WK.5 to WP
1 119.6 5.7 122.8 97.4
2 120.4 7.0 122.8 98.0
3 118.3 5.3 122.8 96.3
4 117.6 6.1 122.8 95.8
5 119.0 5.7 122.8 97.0
6 120.1 6.2 122.8 97.8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill;, Coca Cola Cosntr. Site
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.1.B. / I.A.C.R.S.
ow
EI-,. ALLIED TESTING LABORATORIES, INC.
l !
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 27 of Soils Tests Date: 3/14/95
ClieTk. Facility Constructors, Inc.
Project,:"'- Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) (Pcf) M
1 Backfill inside Wl line
WJ-WK, lst: lift, elev. 94.60 117.4 6.1 122.8 95.6
2 same as above 118.3 5.5 122.8 96.3
3 2nd lift 117.8 4.6 122.8 96.0
4 Same as above 116.9 6.2 122.8 95.2
5 Backfill outside Wl line
WJ-WK, 1st lift, elev.94.60 118.8 5.7 122.8 96.7
6 Same as above 119.5 6.8 122.8 97.3
7 2nd lift 117.5 7.6 122.8 95.7
8 Same as above 119.2 5.3 122.8 97.1
9 Below interior col. footing
line W2-WQ 100.4 13.3 104.2 96.3
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
txk vA-, -
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 26 of Soils Tests Date: 3/13/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) (pcf) M
INTERIOR COLUMN FOOTING
1 WL-W2 99.6 14.7 104.2 95.6
2 WM-W2 ; 100.7 12.6 104.2 96.6
3 WN-W2 101.8 13.3 104.2 97.7
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: ester . `awicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
--y
C. Sherrill, Coca Cola Constr. Site O M
LM,A R 16 ' '
F
DEPT Or Wii.D!NG INSPLCT10:43
N'0fiTHWPTrt4 MA 010H
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
�4Nr ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 25 of Soils Tests Date
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soil Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) t') (pcf) C7)
BAC'KFILL INSIDE W11 LINE WF-.TH
1 l 118.0 5.2 122.8 06..1
j
2 117.4 4.5 122.8 .6'
3 120.4 5.1 122.8 ":.0
4 119.2 5.3 122.8 07.1
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
ytz;a aA�-
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. Site
MEMBER: A.S.TM. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES; ; 1 ,�w ► .,.? ,
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
A
i
Report No. 24 of Soils Tests Date: $'
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) C')
BELOW INTERIOR COLUMN FOOTINGS
1 WL-W3 101.6 13.6 104.2 97.5
r
2 WM-W3 99.9 13.7 104.2 95.9
3 WN-W3 100.6 13.5 104.2 96.5
BACKFILL INSIDE Wll LINE WD TO WF
4 117.6 4.1 122.8 95.7
5 119.2 3.7 122.8 97.1
6 118.6 5.2 122.8 96.6
7 117.8 6.6 122.8 96.0
situation at WR line from Wll to W6 at ootin ova
s 4u.., : tY.Lhs
correct
a sump pump was installed at W6 line to relieve
",. . . f Lion.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 23 of Soils Tests . "
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) C7) (pcf)
FOOTING WC LINE W6-Wll
1 119.6 5.7 122.8 97.4
2 118.2 5.4 122.8 96.2
3 120.1 6.1 122.8 97.8
4 118.6 6.1 122.8 96.6
BACKFILL INSIDE W11 LINE WA TO WE
5 119.2 5.4 122.8 97.1
6 118.4 7.0 122.8 96.4
7 119.8 7.2 122.8 97.5
8 120.8 3.4 122.8 98.4
BELOW INTERIOR COLUMN FOOTING
-
9 W4-WQ 99.2 15.3 104.2 95.2
10 W4-WD 100.4 13.3 104.2 96.1
11 W4-WN 101.6 13.8 104.2 97.5
12 W4-WM 100.1 13.2 104.2 96.1
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
X& Iv
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 22 of Soils Tests '/
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: SIEVE ANALYSIS—
Lab. No. 6085 .�
Identification: Stone material for wet area
Passing
Sieve No. 7 Pass `
1 1/2 100.0
1 55.4
3/4 31.6
1/2 13.1
3/8 6.9
4 4.5
8 4.2
16 3.9
30 3.2
50 2.4
100 1.8
200 .8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Y76 vA' -
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
Report No. 21 of Soils Tests Date: 3/6/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) M (pcf) M
BACKFILL INSIDE WA LINE W8-Wll
1 118.0 5.6 122.8 96.1
2 119.4 6.0 122.8 97.2
3 120.1 6.2 122.8 97.8
4 118.5 5.6 122.8 96.5
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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. 20 of Soils Tests Date: 3/3/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf) (7)
BACKFILL INSIDE WA LINE W6-W8
1 119.4 5.9 122.8 97.2
2 j 120.2 4.5 122.8 97.9
3 118.4 5.1 122.8 96.4
4 119.0 6.5 122.8 97.0
5 118.2 5. 7 122.8 96.1
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. Site
EArkADCD n cTne / nr- i / A %AIC n cNIT I AAr^ Ia l I er' Pc
ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 19 of Soils Tests Date: 3/2/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
REMARKS:
Severe water conditions existing starting on Wll at WK.5 to WN this date. Due to
these conditions, each exterior footing was over excavated and stone was put in
place to correct elevation. Two sub-pumps were installed to remove excess water
from this area during construction of forms for footings.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
YZA4 aA"...&
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. Site
F
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 9 Springfield, Massachusetts 01104
Phone: (413) 736-1846
Report No. 18 of Soils Tests Date: 3/1/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) (7) (pcf) (7.)
BELOW EXTERIOR FOOTINGS LINE W11, WF-WK
1 99.5 14.0 104.2 95.5
2 100.4 15.1 104.2 96.3
3 100.8 13.7 104.2 96.7
4 99.8 15.4 104.2 95.8
5 100.1 13.9 104.2 96.1
6 101.0 13.1 104.2 97.0
7 99.4 13.5 104.2 95.4
8 100.6 13.8 104.2 96.5
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. Site
a
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.1.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. 17 of Soils Tests Date: 2/28/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE -BY NUCLEAR METHOD- ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) (Pcf)
BACKFILL OUTSIDE W3 AT WA-WC
1 119.6 4.8 122.8 97.4
2 117.8 5.4 122.8 96.0
3 !' 118.0 7.3 122.8 96.1
i
4 120.4 6.0 122.8 98.0
Weather: heavy rains
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. 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.
'"" Ni.:.,y{Y:i ICY•
I k A ProgfieQ,1'lassach use tts 01 104
Phone: (413) 736.1 846
Report No. 16 of Soils Tests Date: 2/27/95
Client: Facility Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facility Constructors, Inc. — Att: Mr. John Newton.
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD — ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) M (Pcf) (7.)
BACKFILL INSIDE LINE W3 WA TO WE
1 118.2 5.4 122.8 96.2
2 119.4 5.2 122.8 97.2
3 117.6 5.6 122.8 95.8
4 117.2 5.5 122.8 95.4
5 119.8 6.3 122.8 97.5
6 118.6 6.7 122.8 96.6
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
A. Patillo, Northampton Bldg. Dept.
C. Sherrill, Coca Cola Constr. Site
1i
t
MFMRFR: 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. 15 of Soils Tests
Client: Facilities Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf)
BELOW INTERIOR COLUMN FOOTING
1 WP-W4 100.4 14.1 104.2 96.3
2 WP-W5 99.1 13.8 104.2 95.1
3 WP-W6 101.5 14.1 104.2 97.4
4 WP-W7 118.6 4.4 122.8 96.6
5 WP-W8 117.8 5.8 122.8 96.0
6 WP-W9 119.4 5.9 122.8 97.2
7 WP-W10 118.8 6.0 122.8 96.7
8 WQ-W4 98.6 15.0 104.2 95.0
9 WQ-W5 100.5 15.2 104.2 96.4
10 WQ-W6 101.3 13.3 104.2 97.2
11 WQ-W7 118.6 5.8 122.8 96.0
12 WQ-W8 119.4 4.3 122.8 97.2
13 WQ-W9 120.2 5.5 122.8 97.9
14 WQ-W10 118.6 5.6 122.8 96.5
119.8 6.5 122.8 97.5
120.6 4.3 122.8 98.2
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. A. Patillo, Northampton Bldg. Dept.
Mr. C. Sherrill, Coca Cola Constr. 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.
L-
115 St. George Road + Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 14 of Soils Tests
Client: Facilities Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(Pcf) (Pcf)
BELOW INTERIOR COLUMN FOOTING
1 WL-W4 100.4 13.1 104.2 96.3
2 WL-W5 99.2 13.3 104.2 95.2
3 WL-W6 101.2 14.2 104.2 97.1
4 WL-W7 118.4 2.7 122.8 96.4
5 WL-W8 117.2 4.6 122.8 95.4
6 WL-W9 119.2 4.4 122.8 97.1
7 WL-W10 118.8 4.0 122.8 96.7
8 WM-W4 100.4 14.3 104.2 96 ' a
9 WM-W5 101.8 13.5 104.2 97.7
10 WM-W6 100.6 15.7 104.2 96.5
11 WM-W7 118.2 3.2 122.8 96.2
12 WM-W8 119.4 5.2 122.8 97.2
13 WM-W9 120.2 5.5 122.8 97.8
14 WM-W10 119.8 6.4 122.8 97.5
15 WN-W4 99.2 13.5 104.2 95.2
16 WN-W5 100.6 13.8 104.2 96.5
17 WN-N6 101.4 13. 6 104.2 97.3
18 WN-W7 120.6 5.5 122.8 98.2
19 WN-W8 119.5 5.9 122.8 97.3
20 WN-W9 117.8 3.9 122.8 96.0
21 WN-W10 118.6 5. 7 122.8 96.6
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
Copy:
Mr. A. Patillo, Northampton Bldg. Dept. ,
Mr. C. Sherrill, Coca Cola Constr.Site.
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.
TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
s
w
Report No. __13 of Soils Tests
Client: Facilities Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (pcf)
BELOW INTERIOR COLUMN FOOTINGS
1 Line WJ-W7 99.5 13.4 104.2
2 Line WJ-W8 101.6 12.4 104.2 97.5
3 Line WJ-W9 100.1 13.3 104.2 96.1
4 Line WJ-W10 100.8 13.9 104.2 96.7
5 Line WK-W10 100.0 12.4 104.2 95.9
6 Line WK-W'9 101.8 13.5 104.2 97.7
7 Line WK-1k'8 102.2 11.7 104.2 98.1
8 Line WK-W7 99.2 13.9 104.2
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. Anthony Patillo, Northampton Bldg. Dept.
Mr. Charles 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. 12 of Soils Tests Date:
Client: Facilities Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facilities Constructors, ' Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (%) (Pcf) (7)
BELOW INTERIOR. FOOTINGS
1 Line WG-W7 97.6 15.2 101.1 96.5
2 Line WG-W8 99.4 11.1 101.1 98.3
3 Line WG-W9 98.4 15.4 101.1 97.3
4 Line WG-W1.0 98.2 14.9 101.1 97.1
5 Line WH-W7 97.8 14.1 101.1 96.7
6 Line WH-W8 96.9 16.8 101.1 95.8
7 Line WH-W9 97.2 15.0 101.1 96.1
8 Line WH-W10 98.6 14. 2 101.1 97.5
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. Anthony Patillo, Northampton Bldg. Dept.
Mr. Charles 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.
=OWN I
-14r ALLIED TESTING LABORATORIES, INC.
115 St. George Road .Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 11 of Soils Tests Date:
Client: Facilities Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northampton, MA
Subject: Soils Tests
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (') (pcf) (7.)
INTERIOR COLUMN FOOTINGS
1 Line WF-W1_0 101.4 13.0 104.2 97.3
2 Line WF-W9 100.6 14.5 104.2 96.5
3 Line WF-W8 101.8 14.3 104.2 97. 7
4 Line WF-W7 99.4 13.7 104.2 95.9
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
lZ& a 44va.,
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. Anthony Patillo, Northampton Bldg. Dept.
Mr. Charles 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) 73&,-,!846
REVISED
Report No. 10 of Soils Tests
3 2 1895
Client: Facilities Constructors, Inc. �;��
SU Project: Coca Cola Bottling and Distribution C= II' 7;'J� tpton, MA
Subject: Soils Tests 1
Reported to: Facilities Constructors, Inca - Att: Mr. John Newton
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION_ DENSITY CONTENT DENSITY * COMPACTION
(Pcf) (Pcf)
BELOW COLUMN FOOTINGS
1 Line ivB W-10 98.4 14.2 101.1
2 Line WC-W7 97.8 13.5 101.1 96.7
3 Line WC-W8 99.5 10.9 101.1 98.4
4 Line WC-W9 100.1 13.1 101.1 99.0
5 Line WC-Wl0 98.8 14.2 101.1 97.7
6 Line W5-W7 @ WA 99.8 12.4 101.1 98.7
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. Anthony Patillo, Northampton Bldg. Dept.
Mr. Charles 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.
: hc ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 9 of Soils Tests Date r
Client: Facilities Constructors, Inc.
Project: Coca Cola Bottling and Distribution Center, Northamp>ton,
Subject: Soils Tests `' FEB
Reported to: Facilities Constructors, Inc. - Att: Mr. John Newton
on that exists along line W3 from WA to WE, each
R � 4;4wr excavated and stone was put in to bring footings up to
After talking to representative of Huntley Associates, it was decided as an
".insurance" policy to instail,..,interior footing drains.
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922 '
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (Pcf)
BELOW COLUMN FOOTINGS
1 Line WK-W2 100.4 13.7 104.2 96.3
2 Line WK-W3 99.5 13.1 104.2 95.5
3 Line WB-W4 101.8 13.3 104.2 97. 7
4 Line WB-W5 100.5 12.0 104.2 96.4
5 Line WB-W6 102.8 13.4 104.2 98.6
6 Line WB-W7 100.2 14.5 104.2 96.2
7 Line WB-W8 99.9 15.4 104.2 95.9
8 Line WB-W9 101.4 11.2 104.2 97.3
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
%0
vA
By: Chester V. Dawicki
Director of Testing Services
Copy:
Mr. Anthony Patillo, Northampton Bldg. Dept.
Mr. Charles 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.