HomeMy WebLinkAbout1535 John Fitch Boulevard (23) A Division of
Eastern
1
- Materials
Testing Eastern Materials Testing Laboratory
a division of °
VLAP#10315- JAWORSKI GEOTECH, INC.
JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project: G&R Marine Project No. : 00512C
South Windsor, CT Contractor: PDS Engineering
Client: PDS Engineering SubContractor: Paul Morin Construction
Supplier: Tilcon JGI Representative: B. Harris
PLACEMENT DATA
Placement Date: 7/21/00 Cylinder Set No. : C1
Time: 1:05 Truck No. : 116
Class Concrete: 3,000 psi Ticket No. : 141413
Total Quantity 8 Batch Time: 12:32
Batch Quantity: 8 cy Air: Specified: not available
Method of Placement: chute Measured: 3 .0%
Location of Sample: Line F2-1 left rear corner Slump Specified: not available
of parking lot Measured: 5.0"
Total Location of Placement: Unit Weight: 149.52 lbs/cu./ft.
F2-1 to F2-2 line B to D Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Ambient Temp: 75 degrees F
Cylinder Size: 6 x 12 inches Date Retrieved: 7/24/00
i End Area: 28.27 sq in
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yaT1)
Types of Fracture
Cem 1 521.9 lbs./cu./yd S a n d: 1520.0 lbs./cu./yd a b c d e
Cem2 lbs./cu./yd Water: 24.8 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Polyheed 31.3 oz/cu./yd
Agg 1 3/8" 625.0 lbs./cu./yd Ad2 Micro Air 3.0 oz/cu./yd �� ri
Agg 2 3/4" 1195.0 lbs./cu./yd Ad3 oz/cu./yd j / 1 I
Agg 3 lbs./cu./yd Ado oz/100 CWT' cone Gom&jW C m and Saar Columaat
Sand Moisture: 4.8% Stone Moisture: n/a Split Shur
COMPRESSIVE STRENGTH DATA
Cylinder ID C 1 A C 1 B C 1 C C 1 D
Date Cast 7/21/00 7/21/00 7/21/00 7/21/00
Date Tested 7/28/00 8/18/00 8/18/00 9/15/00
Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days)
Cyl.Weight(lbs.) 29.34 29.18 29.24 29.34
Load (lbs. ) 93,636
Stress (psi) 3,310
Type of Fracture a
1
Reviewed by: Date:
_ The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing
a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
- Materials s
Testing Eastern Materials Testing Laboratory
_ Laboratory
a division of
VLAP#10315-0 JAWORSKI GEOTECH, INC.
JAWORSKI
GEOMCH,INC.
CONCRETE DATA SUMMARY
Project: G&R Marine Project No. : 00512C
South Windsor, CT Contractor: PDS Engineering
Client: PDS Engineering SubContractor: Paul Morin Construction
Supplier: Tilcon JGI Representative: B. Harris
PLACEMENT DATA
Placement Date: 7/21/00 Cylinder Set No. : Cl
Time: 1:05 Truck No. : 116
Class Concrete: 3, 000 psi Ticket No. : 141413
Total Quantity 8 Batch Time: 12:32
Batch Quantity: 8 cy Air: Specified: not available
Method of Placement: chute Measured: 3.0%
Location of Sample: Line F2-1 left rear corner Slump Specified: not available
of parking lot Measured: 5.0"
Total Location of Placement:
Unit Weight: 149.52 lbs/cu./ft.
F2-1 to F2-2 line B to D Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 74 degrees F
Ambient Temp: 75 degrees F
Cylinder Size: 6 x 12 inches Date Retrieved: 7/24/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic,Yard)
Ceml 521.9 lbs./cu./yd Sand: 1520.0 lbs./cu./yd Types of Fracture
Cem2 lbs./cu./yd Water: 206.6 lbs./cu./yd a b c d e
Cem 3 lbs./cu./yd Ad 1 Polyheed 31.3 oz/cu./yd / 1
Agg 1 3/8" 625.0 lbs./cu./yd Ad2 Micro Air 3.0 oz/cu./yd •�� ri
Agg 2 3/4" 1195.0 lbs./cu./yd Ad3 oz/cu./yd / I 1
Agg 3 lbs./cu./yd Ado oz/100 CWT ' Comic COM&M Gone and slur Columns(
Sand Moisture: 4.8% Stone Moisture: n/a Split Shar
COMPRESSIVE STRENGTH DATA
Cylinder ID C 1 A C 1 B C 1 C C 1 D
Date Cast 7/21/00 7/21/00 7/21/00 7/21/00
Date Tested 7/28/00 8/18/00 8/18/00 9/15/00
Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days)
Cyl.Weight(lbs. ) 29.34 29.18 29.24 29.34
Load (lbs.) 93,636 125,270 117,660 not
Stress (psi) 3,310 4,430 4,160 tested
Type of Fracture a a a
Reviewed by: Date: ilod /00
The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing
a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
- Materials
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
O �tlV��000
VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI
GEOTECH,INC.
CONCRETE DATA SUMMARY
Project•• G&R Marine Project No. : 00512C
South Windsor, CT Contractor: PDS Engineering
client: PDS Engineering Subcontractor: Paul Morin Construction
Supplier: Tilcon JGI Representative: B. Harris
PLACEMENT DATA
Placement Date: 7/24/00 Cylinder Set No. : C2
Time: 2:15 Truck No. . 118
Class Concrete: 3, 000 psi Ticket No. : 237524
Total Quantity 9 Batch Time: 1:45
Batch Quantity: 9 cy Air: Specified: not available
Method of Placement: chute Measured: 1.5%
Location of Sample: F line 1-2 Slump Specified: 4 .0" max
Measured: 5.0"
Total Location of Placement: Unit Weight: 146.76 lbs/cu./ft.
Line B-D, F2-1 to F2-2 Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Ambient Temp: cloudy, 82 degrees F
Cylinder Size: 6 x 12 inches Date Retrieved: 7/28/00
End Area: 28.27 sq in Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 514.5 lbs./cu./yd Sand: 1513.3 lbs./cu./yd a b c d e
Cem2 lbs./cu./yd Water: 225.7 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Darex 2.7 oz/cu./yd
Agg 1 3/8" 627.0 lbs./cu./yd Ad2 Polyheed 21.1 oz/cu./yd LA I t
A gg2 3/4" 1200.0 lbs./cu./yd Ada oz/cu./yd % 1
Agg 3 lbs./cu./yd Ad4 oz/100 CWT' Comic Gone siw Cam and skaf Columaaf
Sand Moisture: 4.0% Stone moisture: n/a sp" she-I`
COMPRESSIVE STRENGTH DATA
Cylinder ID C 2 A C 2 B C 2 C C 2 D
Date Cast 7/24/00 7/24/00 7/24/00 7/24/00
Date Tested 7/31/00 8/21/00 8/21/00 9/18/00
Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days)
Cyl.Weight (lbs. ) 28.80 28.88 28.84 28.76
Load (lbs. ) 62, 984
Stress (psi) 2,230
Type of Fracture a
Date: XReviewed XV--/
�G
The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing
a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern _
Materials s
Testing
Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315- JAWORSKI GEOTECH, INC.
JAWORSKI
GEOMCH,INC.
CONCRETE DATA SUMMARY
Project: G&R Marine Project No. : 00512C
South Windsor, CT Contractor: PDS Engineering
Client: PDS Engineering SubContractor: Paul Morin Construction
Supplier: Tilcon JGI Representative: B. Harris
PLACEMENT DATA
Placement Date: 7/24/00 Cylinder Set No. : C2
Time: 2:15 Truck No. : 118
Class Concrete: 3,000 psi Ticket No. : 237524
Total Quantity 9 Batch Time: 1:45
Batch Quantity: 9 cy Air: Specified: not available
Method of Placement: chute
Measured: 1.5%
Location of Sample: F line 1-2
Slump Specified: 4.0" max
Measured: 5.0"
Total Location of Placement: Unit Weight: 146.76 lbs/cu./ft.
Line B-D, F2-1 to F2-2
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 78 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: cloudy, 82 degrees F
End Area: 28.27 sq in Date Retrieved: 7/28/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Types of Fracture
Cem 1 514.5 lbs./cu./yd Sand: 1513.3 lbs./cu./yd a b c d e
Cem2 lbs./cu./yd Water: 225.7 lbs./cu./yd
Cem 3 lbs./cu./yd Ad 1 Darex 2.7 oz/cu./yd
Agg 1 3/8" 627.0 lbs./cu./yd Ad2 Polyheed 21.1 oz/cu./yd j
i A I I
Agg 2 3/4" 1200.0 lbs./cu./yd Ad3 oz/cu./yd %
Agg 3 lbs./cu./yd Ado oz/100 CWT ' Comic COOL use Cone„d skit Columnar
Sand Moisture: 4.0% Stone Moisture: n/a split SNa`
COMPRESSIVE STRENGTH DATA
Cylinder ID C 2 A C 2 B C 2 C C 2 D
Date Cast 7/24/00 7/24/00 7/24/00 7/24/00
Date Tested 7/31/00 8/21/00 8/21/00 9/18/00
Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days)
Cyl.Weight(lbs.) 28.80 28.88 28.84 28.76
Load (lbs.) 62,984 86,616 90,175 not
Stress (psi) 2,230 3,060 3,190 tested
Type of Fracture a a a
Reviewed by::X6?X1- — Date:
The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing
a division of Jaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.
A Division of
Eastern
slow Testing
�
Laborsrat Laboratory Eastern Materials Testing Laboratory
a division of
VLAP#10315- JAWORSKI GEOTECH, INC.
JAWORSKI
CONCRETE DATA SUMMARY GEOTECH,INC.
Project: G&R Marine Project No. : 00512C
South Windsor, CT Contractor: PDS Engineering
Client: PDS Engineering Subcontractor:
Supplier: Tilcon JGI Representative: N. Teodoro
PLACEMENT DATA
Placement Date: 8/8/00 Cylinder Set No. : C3
Time: 9:15 Truck No. : 113
Class Concrete: 3,000 psi Ticket No. : 237873
Total Quantity 50 Batch Time:
Batch Quantity: 10 cy Air: Specified: not available
Method of Placement: chute
Measured: 2.5%
Location of Sample: C-D on 2 line Slump Specified: 5" max
Measured: 6.0"
Total Location of Placement:
4-5 on lines A-B, 1-5 on lines B-D Unit Weight: 151.66 lbs/cu./ft.
Plastic Wt. : Cylinder Wt. : X
Concrete Temperature: 81 degrees F
Cylinder Size: 6 x 12 inches Ambient Temp: sunny, 77 degrees F
End Area: 28.27 sq in Date Retrieved: 8/14/00
Method of Compression: Neoprene Caps
BATCH TICKET INFORMATION(reduced to 1 cubic yard)
Cem 1 519.0 lbs./cu./yd Sand: 1598.0 lbs./cu./yd Types of Fracture
Cem2 lbs./cu./yd Water: 219.0 lbs./cu./yd a b C d e
Cem 3 lbs./cu./yd Ad 1 Hycol oz/cu./yd 1
Agg 1 3/4" 1338.0 lbsku./yd Ad2 Retarder oz/cu./yd L1
Agg 2 3/8" 500.0 lbs./cu./yd Ad3 oz/cu./yd � i I
Agg 3 lbsku./yd AM oz/100 CWT
Coat Cone aad Coact and Shur Columnar
Sand Moisture: 5.7% Stone Moisture: n/a Split Shear
COMPRESSIVE STRENGTH DATA
Cylinder ID C 3 A C 3 B C 3 C C 3 D
Date Cast 8/8/00 8/8/00 8/8/00 8/8/00
Date Tested 8/15/00 9/5/00 9/5/00 10/3/00
Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days)
Cyl.Weight(lbs. ) 29.76 29.76 29.84 29.54
Load (lbs.) 79,299
Stress (psi) 2,800
Type of Fracture /� a
Reviewed by: ��l 6��— Date: 1 10(Z
i
The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing
a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to
items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards:
C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.