25A-190 (23) T4 ALLIED TESTING LABORATORIES, INC.
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 5 of Soils Tests Date: 7/30/86
Client: Juster Pope Associates
Project: P.V.T.A. Bus Garage - Northampton, MA
Subject: Soils Tests
Reported to: Juster Pope Associates
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 West side storage apron
south side 6" depth 136.8 8.6 132.8 100.0
2 West side storage apron
north side 4" Depth 126.2 10.3 132.8 96.1
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
r."
By: Chester V. Dawicki
Director of Testing Services
Copy:
John Shevlin
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 6 of Soils Tests Date: 8/6/86
Client: Juster Pope Associates
Project: P.V.T.A. Bus Garage — Northampton, MA
Subject: Soils Tests
Reported to: Juster Pope Associates
TEST: SIEVE ANALYSIS Material: On site Stockpile
Lab. No. 8589
Sieve No. — % Passing
2 1/2" 100.0
2" 100.0
1 1/2" 87.3
1" 73.4
3/4" 69.7
1/2" 63.6
3/8" 59.5
#4 53.0
#8 47.9
#16 40.0
130 29.7
350 18.2
1100 9.6
#200 5.9
Respectfully submitted,
Boulders up to 51/2" ALLIED TESTING LABORATORIES, INC.
in size not included in sieve
analysis.
By: Chester V. Dawicki
Director of Testing Services
Copy:
John Shevlin
ALLIED TESTING LABORATORIES, INC.
1 15 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 7 of Soils Tests Date: 8/19/86
Client: Juster Pope Associates
Project: P.V.T.A. Bus Garage - Northampton, MA
Subject: Soils Tests
Reported to: Juster Pope Associates
TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1557
Lab. No. 8636
Identification: Sampled on site 8/19/86
Maximum Dry Unit Weight: 135.6 pcf
Optimum Water Content: 8.67
TEST: FIELD DENSITY TESTS - ASTM D1556
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
Elev. Subbase for black top (pcf) (7) (pcf) (7)
1 North side of tanks 136.8 6.4 137.5 99.5
2 Northwest entrance 136.6 6.1 138.0* 99.0
3 30' in from northwest corner
of W. Parking Lot 136.0 6.9 137.0 99.3
4 30' in from southeast corner
of W. Parking Lot 137.5 4.1 137.5 100.0
*Indicates stone correction
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy;
Mr. John Shevlin
ALLIED TESTING LABORATORIES, INC.
115 St. George Road . Springfield, Massachusetts 01 104
Phone: (413) 736-1846 :.9j-;
Report No. 1 of Structural Steel Inspection Date: 8/11/86
Client: Juster Pope Associates
Project: P.V.T.A. - Northampton, MA
Subject: Structural Steel Inspection
Reported to: Juster Pope Associates
STRUCTURAL STEEL INSPECTION
METAL DECKING INSPECTION
Location: Roof metal decking of storage area building.
All puddle welds were visually inspected and were found to be in accordance
with approved details.
WELDING INSPECTION
Location: Storage area building from column lines S10 to S12 from A through S.
Welds were visually inspected left side of precast clip at column line S12 and
precast to overhead door beam clip at bottom are in need of welds. Also,
truss to beam welds in bay A to B10 are in need of additional welding.
BOLTING INSPECTION
Location: Storage Area Building
Bolts: High strength ASTM A325 checked bolts with torque wrench and found
them to be loose with torque value ranging from 75 ft. lbs. to 150 ft. lbs.
Superintendent was notified of situation and will contact Allied for re-
inspection.
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
John Shevlin
HLLILV 1 L i 111V LHDLJCt.AA 1 Vii,ILJ,
I I S St. George Road . Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 13 CONCRETE FIELD INSPECTION Date: 7/25/86
Client: Juster Pope Associates
Project: P.V.T.A. Bus Garage - Northampton, MA
Contractor: Ciocca Construction Co.
Producer: Valentine Concrete
Location of Concrete Placement: Floor slab northwest of storage area
Reported to: Juster Pope Associates
CYLINDER FABRICATION
DATE CAST: 7/25/86
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 08:30 86 4000 7 1/2"* Floor slab, 4th bay northwest
SLUMP TEST TEMPERATURES
Time Truck Slump Air Temp. Conc. Temp.
08:30 86 7 1/2"* 80°F 80°F
09:30 86 5 3/4"
09:45 85 5 1/2"
*Plasticizer added to mix.
Weather: Fair
Temp: 75 - 95° Y_
No. Yds: 75
Respectfully submitted,
ALLIFII, TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
I I S St. George Road • Springfield, Massachusetts 01 !04
Phone: (413) 736.1 846
Report No . 14 of Concrete Field Inspection Date : 9/2/86
Client : Juster Pope Associates
Project : P .V.T .A. Bus Garage - Northampton , Mass .
Contractor : Ciocca Construction Co .
Producer : Valentine Concrete
Location of Concrete Placement : Mezzanine deck
Reported to :
Juster Pope Associates
CYLINDER FABRICATION
Date Cast : 9/2/86
Identification Time Truck Class Slump Exact Location
A, B ,C ,D 8 :45 86 4000 4 1/4" Mezzanine deck
A,B ,C ,D 11 : 30 86 4000 6"* Mezzanine deck
*Plasticizer added to mix .
SLUMP TEST TEMPERATURES
Time Truck Slump Air Temp . Conc.Temp .
8 : 45 86 4 1/4" 65o 73o
11 : 30 86 6" 70o 77o
Weather : Fair
Temp . 65-70o
Respectfully submitted ,
ALLIED TESTING LABORATORIES , INC .
By : Chester V . Dawicki
Director of Testing Services
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
Report No. 15 of Concrete Field Inspection Date: 9/19/86
Client: Juster Pope Associates, Inc.
Project: P.V.T.A. Bus Garage - Northampton, MA
Contractor: Ciocca Construction Co.
Producer: Valentine Concrete
Location of Concrete Placement: Mezzanine slab
Reported to: Juster Pope Assoc. , Inc.
CYLINDER FABRICATION
DATE CAST: 9/19/86
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 07:45 88 3500 2 1/2" Mezzanine slab
SLUMP TESTS TEMPERATURES
Time Truck Slump Air Temp. Conc. Temp.
07:45 88 2 1/2" 68°F 70 0f
09:15 144 3 1/2"
10:45 88 3 1/2"
Weather: Fair
Temp: 68°F
No. Yds: 26
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
Copy:
John Shevlin
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, ,^lassacnusetts 01 104
Phone: (4 i 3j 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 24
CLIENT: Juster Pope Associates
PROJECT: P .V .T.A . Bus Garage - Northampton , Mass .
LOCATION OF CONCRETE PLACEMENT: Slab on grade , south half of storage area
floor
REPORTED TO: Juster Pope Associates DATE: 7/24/86
CONCRETE CLASS 4000
Mixture Weights per cubic yard
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate (Ibs)
Water (gals)
Admixture (oz)
LABORATORY NO. T 757
Specimen No. A
Slump (in) 8 1/4
Entrained Air Content M
Concrete Temp. 77
Date Sampled 7/15/86
Date Received 7/23/86
Date Tested 7/24/86
Age at Test (days) 9
Dimensions (in) 6x12
Area (sq int 28 . 3
Wgt. of Specimen (Ibs) 29 . 4
Total Load (Ibs) 118 , 500
COMPRESSIVE STRENGTH (psi) 4190
Remarks.
Respectfully submitted,
ALLIED TESTING BORATORIES, INC.
Copy: 'YA �/. ��
By: Chester V. Dawicki
John Shevlin
ALLIED TESTING LABORATORIES, INC.
115 St. George Road e Springfield, Massachusetts 01 104
Phone: (413) 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 25
CLIENT: Juster Pope Associates F I L
PROJECT: P ,V.T .A. Bus Garage — Northampton, Mass .
LOCATION OF CONCRETE PLACEMENT:
Floor slab , 4th bay northwest
REPORTED TO: DATE:
Juster Pope Associates _ 8111—186
CONCRETE CLASS 4000
Mixture Weights per cubic yard
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate (Ibs)
Water (gals)
Admixture (oz)
LABORATORY NO. T 957
Specimen No. A
Slump (in) 7 1/2*plasticizer added to mix
Entrained Air Content (%)
Concrete Temp. 80
Date Sampled 7/25/86
Date Received 7/28/86
Date Tested 8/l/86
Age at Test (days) 7
Dimensions (in) 6x12
Area (sq in) 28 . 3
Wgt. of Specimen (Ibs) 29 . 0
Total Load (Ibs) 87 ,000
COMPRESSIVE STRENGTH (psi) 3080
Remarks.
Respectfully submitted,
ALLIED TESTING LhBORATORIES, INC.
f Copy: v.
i
By: Chester V. Dawicki
-ftfi; ALLIED 1 CJ 1 1111 LA%CSVKA 1 kJKILJ,
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (4 i" 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 26
CLIENT. Juster Pope Associates
PROJECT: P .V . T .A . Bus Garage — Northampton , Mass .
LOCATtON OF CONCRETE PLACEMENT: Slab on grade , south half of storage area
floor
REPORTED TO: Juster Pope Associates DATE: 8/12 /86
CONCRETE CLASS 4000
Mixture Weights per cubic yard
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate (Ibs)
Water (gals)
Admixture (oz)
LABORATORY NO. T 757 T 758 T 759 T 760
Specimen No. A B C D
Slump (in) 8 1/4
Entrained Air Content M
Concrete Temp. 77
Date Sampled 7/15/86 7/15 /86.- 7/15/86 7 /15 /86
Date Received 7/23/86 7/23/86 7/23/86 7/23/86
Date Tested 7/24/86 8/12/86 8/12/86 8/12/86
Age at Test (days) 9 28 28 28
Dimensions (in) 6x12 6x12 6x12 6x12
Area (sq int 28 . 3 28 . 3 28 . 3 28 . 3
Wgt. of Specimen (Ibs) 29 . 4 2 9 , 3 29 . 2 29 . 3
Total Load (Ibs) 118 ,500 136 ,000 131 ,000 134 ,000
COMPRESSIVE STRENGTH (psi) 4190 4810 4630 . 4740
Remarks.
Respectfully submitted,
ALLIED TESTING BORATORIES, INC.
Copy:
By: Chester V. Dawicki
John Shevlin .
ALLICV ICJ 1 1ri' ki IiJ, IM-
-Af�
I IS St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 27
CLIENT: Juster Pope Associates
PROJECT: P .V .T .A. Bus Garage — Northampton, Mass .
LOCATION OF CONCRETE PLACEMENT: Slab on grade south half of storage area
Floor
REPORTED TO: Juster Pope Associates DATE:
8/12/86
CONCRETE CLASS 4000
Mixture Weights per cubic yard
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate (Ibs)
Water (gals)
Admixture (oz)
LABORATORY NO. T 678 T 679 T 680
Specimen No. A B C
Slump (in) 8 1/2
Entrained Air Content M
Concrete Temp. 77
Date Sampled 7/15/86 7/15 /86 7/15 /86
Date Received 7/16/86 7/16/86 7 /16/86
Date Tested 7/22 /86 8/12 /86 8/12/86
Age at Test (days) 7 28 28
Dimensions (in) 6x12 6x12 6x12
Area (sq in) 28 . 3 28 . 3 28 . 3
Wgt. of Specimen (Ibs) 29 . 6 29 . 5 29 . 3
Total Load (Ibs► 119 , 500 131 , 500 133 ,000
COMPRESSIVE STRENGTH (psi) 4230 4650 4700
Remarks.
Respectfully submitted,
ALLIED',TEESS-TING BORlA-TORIES, INC.
Copy:
John Shevlin
By- Chester V. Dawicki
-Afi� ALLIEU 1 CJ 1 1i`lV LA\DLJMJA 1 VK1CJ,
115 St. George Rcad e Springfie!d, Massachusetts 01 104
Phcne: (413) 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 28
CLIENT. Juster Pope Associates
PROJECT. P ,V.T .A. Bus Garage — Northampton, Mass .
LOCATION OF CONCRETE PLACEMENT:
Floor slab , 4th bay northwest
REPORTED TO: Juster Pope Associates DATE: 8/22/86
CONCRETECLASS 4000
Mixture Weights per cubic yard
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate (Ibs)
Water (gals)
Admixture (oz)
LABORATORY NO. T 957 T 958 T 960 T 959*
Specimen No. A B D C
Slump (in) 7 1/2*plasticizer added to mix
Entrained Air Content (°6)
Concrete Temp. 80
Date.Sampled 7/25/86 7 /25/86 7/25/86 7 /25/86
Date Received 7/28/86 7/28/86 7/28/86 7 /28/86
Date Tested 8/1/86 8/22/86 8/22/86 Not Tested
Age at Test (days) 7 28 28
Dimensions (in) 6x12 6x12 6x12
Area (sq in) 28 . 3 28 . 3 28 . 3
Wgt. of Specimen (Ibs) 29-. 0 29 . 1 29 . 2
Total Load (Ibs) 87 , 000 108 ,000 107 ,000
COMPRESSIVE STRENGTH (psi) 3080 3820 3780
*Due to low compressive strength , cylinder T959 held for 56 day test .
Remarks.
Respectfully submitted,
ALLIED TESTING BORATORIES, INC.
U
Copy: U l/4"-
By: Chester V. Dawicki
ALLIED TESTING LABORATORIES, IM-
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 29
CLIENT: Juster Pope Associates
PROJECT: P •V •T .A. Bus Garage - Northampton , Mass .
LOCATION OF CONCRETE PLACEMENT: Mezzanine deck
REPORTED TO: Juster Pope Associates DATE: 9/9/86
CONCRETECLASS 4000
Mixture Weights per cubic yard in
Cc
O
Cement (Ibs) .,.. ..
Fine Aggregate (Ibs) € :? S F P
Coarse Aggregate (Ibs)
Water (gals)
Admixture (oz)
LABORATORY NO. W 304
Specimen No. Set 1 A
Slump (in) 4 1/4
Entrained Air Content (%)
C'6ncrete Temp. 73
Date Sampled 9/2/86
Date Received 9/5/86
Date Tested 9/9/86
Age at Test (days) 7
Dimensions (in) 6x12
Area (sq in) 28 . 3
Wgt. of Specimen (Ibs) 29 . 3
Total Load (Ibs) 105 , 000
COMPRESSIVE STRENGTH (psi) 3710
Remarks.
Respectfully submitted,
ALLIED TESTING LhBORATORIES, INC.
COPY:
John Shevlin
By: Chester V. Dawicki
ALLIED I E5 I INCA LABUKA I UKIU), INC..
115 St. George Road •Springfield, Massachusetts 01 104
Phone: (413) 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 30
CLIENT: Juster Pope Associates
PROJECT: P . V .T .A. Bus Garage — Northampton, Mass .
LOCATION OF CONCRETE PLACEMENT: Mezzanine deck
REPORTED TO: Juster Pope Associates DATE. 9/9/86
CONCRETECLASS 4000
Mixture Weights per cubic yard
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate (Ibs)
Water (gals)
Admixture (oz)
LABORATORY NO. W 300
Specimen No. Set 2 A
Slump (in) 6* Plasticizer added to mix
Entrained Air Content (%)
Concrete Temp. 77
Date Sampled u 9/2/86
Date Received 9/5/86
Date Tested 9/9/86
Age at Test (days) 7
Dimensions (in) 6x12
Area (sq in) 28 . 3
Wgt. of Specimen (Ibs) 28 . 9
Total Load (Ibs) 90 , 500
COMPRESSIVE STRENGTH (psi) 3200
Remarks.
Respectfully submitted,
ALLIED 'TESTING BORATORIES, INC.
Copy:
L�GGcLdG
John Shevlin
By: Chester V. Dawicki
ALLICU 1 tJ 1 1Nkj LAbUKA 1 UK1tJ, IM..
1 1 S St. George Road . Springfield. Massachusetts 01 104
Phone: (4 13) 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 31
CLIENT: Juster Pope Associates
PROJECT: P . V . T .A. Bus Garage — Northampton, Mass .
LOCATION OF CONCRETE PLACEMENT: Mezzanine deck
REPORTED TO: Juster Pope Associates DATE: 9/11/86
CONCRETE CLASS 4000
Mixture Weights per cubic yard
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate Ilbs)
Water (gals)
Admixture (oz)
LABORATORY NO. W 304 W 305
Specimen No. Set 1 A B
Slump (in) 4 1/4
Entrained Air Content (°%)
Oncrete Temp. 73
Date Sampled 9/2/86 9/2/86
Date Received 9/5 /86 9/5 /86
Date Tested 9/9/86 9/11/86
Age at Test (days) 7 9
Dimensions (in) 6x12 6x12
Area (sq in) 28 . 3 28. 3
Wgt. of Specimen (Ibs) 29 . 3 29 . 2
Total Load (Ibs) 105 , 000 109 ,000
COMPRESSIVE STRENGTH (psi) 3710 3860
Remarks.
Respectfully submitted,
ALLIED TESTING BORATORIES, INC.
Copy: ".
John Shevlin /"kk
By- Chester V. Dawicki
74� ALLIEU ICJ 1 INU LAbUKA I VKItJ, IN .....
I IS St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 32
CLIENT. Juster Pope Associates
PROJECT: P • V • T .A. Bus Garage — Northampton , Mass .
LOCATION OF CONCRETE PLACEMENT: Mezzanine deck
REPORTED TO: Juster Pope Associates DATE: 9/11/86
CONCRETE CLASS 4000
Mixture Weights per cubic yard
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate (Ibs)
Water (gals)
Admixture (oz)
LABORATORY NO. W 300 W 301
Specimen No. Set 2 A g
Slump (in) 6* Plasticizer added to mix
Entrained Air Content M
Concrete Temp. 7 7
Date Sampled 9/2/86 9/2/86
Date Received 9/5/86 9/5/86
Date Tested 9/9/86 9/11/86
Age at Test (days) 7 9
Dimensions (in) 6x12 6x12
Area (sq in) 28 . 3 28 . 3
Wgt. of Specimen (Ibs) 28 . 9 28 . 8
Total Load (Ibs) 90 , 500 115 ,000
COMPRESSIVE STRENGTH (psi) 3200 4070
Remarks.
Respectfully submitted,
ALLIED TESTING BORATORIES, INC.
Copy: Cn� v 4"_
John Shevlin
By- Chester V. Dawicki
ALLILD I t ) I IN(i LAbUKA 1 UK-1t-'), ILL .
115 St. Ge-,rge Road • Springfie!d, Massachusetts 01 104
Phone: (413) 736-1846
COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS — ASTM C39
REPORT NO: 33
CLIENT. Juster Pope Associates
PROJECT: p , V .T .A. Bus Garage — Northampton, Mass .
LOCATION OF CONCRETE PLACEMENT:
Floor slab , 4th bay northwest
REPORTED TO: Juster Pope Associate____ DATE: 9/19/86 —
CONCRETE CLASS 4000
Mixture Weights per cubic yard
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate (Ibs)
Water (gals)
Admixture (o Z)
LABORATORY NO. T 957 T 958 T 960 T 959
Specimen No. A B D C
Slump (in) 7 1/2*plasticizer added to mix
Entrained Air Content M
Concrete Temp. 80
Date Sampled 7/25/86 7 /25/86 7 /25/86 7/25 /86
Date Received 7/28/86 7/28/86 7/28/86 7/28/86
Date Tested 8/1/86 8/22/86 8/22/86 9/19/86
Age at Test (days) 7 28 28 56
Dimensions (in) 6x12 6x12 6x12 6x12
Area (s4 in) 28 . 3 28 . 3 28 . 3 28 . 3
Wgt. of Specimen (Ibs) 29 . 0 29 . 1 2 9 . 2 29 . 0
Total Load (Ibs) 87 , 000 108 , 000 107 ,000 115 , 000
COMPRESSIVE STRENGTH (psi) 3080 3820 3780 4070
Remarks.
Respectfully submitted,
ALLIED TESTING TEE7�SS;;TING BO.R/A.TORIES, INC.
Copy:
Cr�-�-� 4'a'z'G✓
By: Chester V. Dawicki
I