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Home My WebLink About1535 John Fitch Boulevard (23)A Division of Eastern1Materials 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 and: 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 ofEastern Materials Testing a division ofJaworski Geotech,Inc. Use ofthe 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 LaboratoryLaboratoryadivisionof 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 ofEastern Materials Testing a division ofJaworski Geotech,Inc. Use ofthe 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 Agg2 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: XReviewedXV--/G The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISTorNVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing 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 Cem1 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 ofEastern Materials Testing a division ofJaworski Geotech,Inc. Use ofthe NVLAP designation does not represent endorsement by the NISTorNVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing 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 TestingLaborsratLaboratory 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 Ad1 Hycol oz/cu./yd 1 Agg 1 3/4" 1338.0 lbsku./yd Ad2 Retarder oz/cu./yd L1Agg23/8" 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 ofEastern 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 thefollowing ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231.