38B-006 (90) +_ TH COLLEGE
Campus Operations& Facilities
126 West Street
Smith College
Northampton,Massachusetts 01063
TRANSMITTAL 2
Date: December 20,20070
Project: Smith College Combined Heat and Power Project
To: Distribution
PLEASE FIND [XI ATTACHED [1 UNDER SEPARATE COVER
Item Description
1 Allied Testing Laboratories, Inc.
Report#27- Structural Steel Inspection(10/15/07)
Report#28 - Structural Steel Inspection(10/9/07)
/ Report#2011 —Concrete Cylinder Fabrication (11/28/07)
Report#2028 - Concrete Cylinder Fabrication (12/4/07)
Report#2345 - 1 —Compressive Strength Test(12/5/07)
Report#2370 - 1 - Compressive Strength Test(12/11/07)
Report#2067 - Concrete Cylinder Fabrication (12/13/07)
[XI FOR YOUR RECORDS [XI FOR USE
Distribution:
Dave Chiovolotu,vanZelm Hey-,vood&Shadford
Dave Perkins,The Pike Company
Tony Patillo, Building Commissioner,Northampton,MA
Steven M.White
GNBC
130 Elm Street
PO Box 802
Old Saybrook, CT 06475
Original received and copies distributed by:
Gary J. Hartwell V 413-585-2441
Project Manager F 413-585-2398
Campus Operations&Facilities E ghartwel2smith.edu
Smith College
126 West Street
Northampton, MA 01063
' ALLIED TESTING LABORATORIES, INC.
115 St.GeorgeRoad • Springfield,Massachusetts 01 104
Phone:(413) 736-1846 Fax:(4 13) 736-1838
Report No. 27 of Structural Steel Inspection Date: 10/5/07
Client: Smith College
Project: Smith College Co-Generation Project
Contractor: Pike Construction
Sub Contractor: Abington Group
Reported to: Smith College—Attention: Mr. Gary Hartwell, Physical Plant
STRUCTURAL STEEL INSPECTION
During today's site visit the superintendent stated that the Operations Floor Framing for the
HRSG Unit was ready for weld inspection.
Inspector found all beam to beam typical welding details as per drawings and all welds visually
acceptable.
It was noted that there was one beam with missing bolts. The superintendent was notified prior
to departing.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Richard Bellucci
President
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 01104
Phone:(413) 736-1846 Fax:(413) 736-1838
Report No. 28 of Structural Steel Inspection Date: 10/9/07
Client: Smith College
Project: Smith College, Co-Generation Project
Contractor: Pike Construction
Sub Contractor: Abington Group
Reported to: Smith College—Attention: Mr. Gary Hartwell,Physical Plant
STRUCTURAL STEEL INSPECTION
During today's site visit the sub contractor completed the installation of high strength bolts for
the Operations Floor Framing for the HRSG Unit. All bolted connections are now acceptable.
Also completed was the Operations Floor Decking around the opening for the HRSG Unit.
Deck welds and sidelap screws were visually acceptable.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
AaAWI- 1414�
By: Richard Bellucci
President
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.
11 S St. George Road •Springfield, Massachusetts 01104
Phone (413) 736-1846 Fax (413) 736-1838
CONCRETE FIELD REPORT NO. 2011 DATE: 11/28/2007
Client: Smith College
Project: Co-Generation, Northampton, MA
Contractor Pike/Abington Construction
Producer: Chicopee Concrete
Location of Concrete Placement: Footing -Gas Compressor
Reported to: Smith College
CYLINDER FABRICATION-ASTM C31
DATE CAST: 11/28/2007
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 16:45 14 4500 4.5" Footing-Gas Compressor
SLUMP TESTS -ASTM C143 AIR CONTENT TESTS-ASTM C173 or C231
Time Truck Slump Time Truck No. Air Content(%)
16:45 14 4.5" 16:45 14 5.3%
AMBIENT TEMPERATURE CONCRETE TEMPERATURE-ASTM C1064
Time Temperature Time Truck No Temperature
16:45 44°F 16:45 14 66*F
REINFORCING INSPECTION
Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity,
cleanliness, properly supported, adequately tied and spaced as required.
Weather: Clear
Temp.: 40's
No. Yds.: 6.5
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
X41&1444�
By: Richard Bellucci
President
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S
y ALLIED TESTING LABORATORIES, INC.
115 St. George Road -Springfield, Massachusetts 01104
Phone (413) 736-1846 Fax (413) 736-1838
CONCRETE FIELD REPORT NO. 2028 DATE: 12/4/2007
Client: Smith College
Project: Co-Generation, Northampton, MA
Contractor Pike/Abington Construction
Producer: Chicopee Concrete
Location of Concrete Placement: Compressor Walls(ALL)
Reported to: Smith College
CYLINDER FABRICATION -ASTM C31
DATE CAST: 12/4/2007
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 15:00 10 4500 4.5" Compressor Walls (ALL)
SLUMP TESTS-ASTM C143 AIR CONTENT TESTS-ASTM C173 or C231
Time Truck Slump Time Truck No. Air Content M)
15:00 10 4.5" 15:00 10 5.2%
AMBIENT TEMPERATURE CONCRETE TEMPERATURE-ASTM C1064
Time Temperature Time Truck No Temperature
15:00 20°F 15:00 10 61 OF
REINFORCING INSPECTION
Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity,
cleanliness, properly supported,adequately tied and spaced as required.
Weather: Clear
Temp.: 30's
No. Yds.: 8
Respectfully submitted,
ALLIED TE§TING 1,AABORATQFRIES, INC-
01
By: Richard Bellucci
President
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 01104
Phone (413) 736-1846 Fax (413) 736-1838
COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS-ASTM C39
REPORT NO: 2345-1
CLIENT: Smith College
PROJECT: Co-Generation, Northampton, MA
LOCATION OF CONCRETE PLACEMENT: Footing -Gas Compressor
REPORTED TO: Smith College Date: 12/5/2007
Concrete Class 4500
Mixture Weights per cubic yard
Cement (lbs)
Fine Aggregate (lbs)
Coarse Aggregate (lbs)
Water (gals)
Admixture (oz)
LABORATORY NO. W-119
Specimen No. A
Slump ASTM C143 (in) 4.5"
Air Content ASTM C 173 or C231 N5.3%
Concrete Temp. ASTM C1064 66°F
Date Sampled 11/28/2007
Date Received 11/29/2007
Date Tested 12/5/2007
Age at Test (days) 7
Dimensions (in) 6 x 12
Area (sq in) 28.3
Wgt. of Specimen (lbs) 28.5
Total Load (lbs) 81,180
COMPRESSIVE STRENGTH (psi) 2870
Remarks: Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Richard Bellucci
President
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.
11 5 St. George Road -Springfield,Massachusetts 01104
Phone (413) 736-1846 Fax (413) 736-1838
COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS-ASTM C39
REPORT NO: 2370-1
CLIENT: Smith College
PROJECT: Co-Generation, Northampton, MA
LOCATION OF CONCRETE PLACEMENT: Compressor Walls (ALL)
REPORTED TO: Smith College Date: 12/11/2007
Concrete Class 4500
Mixture Weights per cubic yard
Cement (lbs)
Fine Aggregate (lbs)
Coarse Aggregate (lbs)
Water (gals)
Admixture (oz)
LABORATORY NO. W-250
Specimen No. A
Slump ASTM C143 (in) 4.5
Air Content ASTM C173 or C231 N 5.2%
Concrete Temp. ASTM C1064 61°F
Date Sampled 12/4/2007
Date Received 12/5/2007
Date Tested 12/11/2007
Age at Test (days) 7
Dimensions (in) 6 x 12
Area (sq in) 28.3
Wgt. of Specimen (lbs) 28.5
Total Load (lbs) 78,185
COMPRESSIVE STRENGTH (psi) 2770
Remarks: Respectfully submitted,
ALLIED TESTING LABORATORIES,INC.
By: Richard Bellucci
President
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 01104
Phone (413) 736-1846 Fax (413) 736-1838
CONCRETE FIELD REPORT NO. 2067 DATE: 12/13/2007
Client: Smith College
Project: Co-Generation, Northampton, MA
Contractor H.P. Cummings
Producer: Chicopee Concrete
Location of Concrete Placement: Ammonia Foundation
Reported to: Smith College
CYLINDER FABRICATION -ASTM C31
DATE CAST: 12/13/2007
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 10:45 12 4500 5.5" Ammonia Foundation
SLUMP TESTS -ASTM C143 AIR CONTENT TESTS-ASTM C173 or C231
Time Truck Slump Time Truck No. Air Content(%)
10:45 12 5.5" 10:45 12 5.5%
AMBIENT TEMPERATURE CONCRETE TEMPERATURE -ASTM C1064
Time Temperature Time Truck No Temperature
10:45 32°F 10:45 12 69°F
REINFORCING INSPECTION
Reinforcing incorporated in today's concrete placement was found to be satisfactory for size, quantity,
cleanliness, properly supported, adequately tied and spaced as required in accordance with Drawing No. S-10.
REMARKS
# Five @ 10"on Center typical slope. #5 @ 10"Top and Bottom. Four#5 corner bars @ edge. #5 @ 10'Wall
Dowels
Weather: Snowy
Temp.: 30's
No. Yds.: 64
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Richard Bellucci
President
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S