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HomeMy WebLinkAbout0 Watson Farm (3) Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory _ a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWODQKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: J. Norton PLACEMENT DATA Placement Date: 1/4/02 Cylinder Set No. : Cl Time: 12:45 Truck No. : 11 Class Concrete: 3,000 psi Ticket No. : 11921 Total Quantity 15 cy Batch Time: Batch Quantity: 8 cy Method of Placement: Air: Specified: n/a Measured: n/a Location of Sample: wall slab NW corner Slump Specified: 5" Measured: 6.25" Total Location of Placement: wall slab all walls in NW corner Unit Weight: 128.52 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 56 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 40 degrees End Area: 28.27 sq in Date Retrieved: Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 lbs./cu./yd Sand: not provided lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 oz/cu./yd �� / j / tt Agg 1 lbs./cu./yd Ad2 oz/cu./yd A 1 Agg 2 lbs./cu./yd Ad3 oz/cu./yd / Agg 3 lbs./cu./yd AN oz/100 CWT. Conc Conc acid Cooc and Skaf Columnar Sand Moisture: Stone Moisture: Spot Shear COMPRESSIVE STRENGTH DATA Cylinder ID C 1 A C 1 B C 1 C C 1 D Date Cast 1/4/02 1/4/02 1/4/02 1/4/02 Date Tested 1/11/02 2/l/02 2/1/02 3/l/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 25.23 25.65 25.70 25.40 Load (lbs. ) 46,313 63,973 59,385 84, 810 Stress (psi) 1,640 2,260 2,100 3,000 Type of Fracture a a a / a Reviewed by: " 7 C.el- — Date: 3 0-9/G Z-- 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 ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - alaterials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSK CONCRETE. DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: J. Norton PLACEMENT DATA Placement Date: 1/4/02 Cylinder Set No. : Cl Time: 12:45 Truck No. : 11 Class Concrete: 3,000 psi Ticket No. : 11921 Total Quantity 15 cy Batch Time: Batch Quantity: 8 cy Air: Specified: n/a Method of Placement: • Measured: n/a Location of Sample: wall slab NW corner Slump Specified: 5" Measured: 6.25" Total Location of Placement: wall slab all walls in NW corner Unit Weight: 128.52 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 56 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 40 degrees Date Retrieved: End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem l lbs./cu./yd Sand: not provided lbs./cu./yd a b C d e Cem2 lbs./cu./yd Water: lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 oz/cu./yd Agg 1 lbs./cu./yd Ad2 oz/cu./yd �� E j 11 Agg 2 lbs./cu./yd Ad3 oz/cu./yd V L III Agg 3 lbs./cu./yd Ado oz/100 CWT Cone cone acid cone and Shur columau Sand Moisture: Stone Moisture: Split stir COMPRESSIVE STRENGTH DATA Cylinder ID C 1 A C 1 B C 1 C C 1 D Date Cast 1/4/02 1/4/02 1/4/02 1/4/02 Date Tested 1/11/02 2/1/02 2/1/02 3/1/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 25.23 25.65 25.70 25.40 Load (lbs. ) 46,313 631973 59,385 Stress (psi) 1,640 2,260 2,100 Type of Fracture a a a Reviewed by: ��G�� 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. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of LAP#10315 0] JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GE0IECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: J. Norton PLACEMENT DATA Placement Date: 1/4/02 Cylinder Set No. : C1 Time: 12:45 Truck No. : 11 Class Concrete: 3,000 psi Ticket No. : 11921 Total Quantity 15 cy Batch Time: Batch Quantity: 8 cv Method of Placement: Air: Specified: n/a Measured: n/a Location of Sample: wall slab NW corner Slump Specified: 51, Measured: 6.25" Total Location of Placement: wall slab all walls in NW corner Unit Weight: 128.52 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 56 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 40 degrees Date Retrieved: End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml lbs./cu./yd Sand: not provided lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: lbs./cu./yd Cem 3 lbs./cu./yd Adl oz/cu./yd Agg 1 lbs./cu./yd Ad2 oz/cu./yd J� A Agg 2 lbs./cu./yd Ad3 ozlcu./yd / / / \ I I Agg 3 lbs./cu./yd Ado oz/100 CWT coM Gone acid Cane and Sheaf Cowman Sand Moisture: Stone Moisture: Sant Shay COMPRESSIVE STRENGTH DATA Cylinder ID C 1 A C 1 B C 1 C C 1 D Date Cast 1/4/02 1/4/02 1/4/02 1/4/02 Date Tested 1/11/02 2/l/02 2/l/02 3/l/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 25.23 25.65 25.70 25.40 Load (lbs. ) 46,313 Stress (psi) 1,640 Type of Fracture a Reviewed by: /y,G�— Date: 11,116 The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing LC divi.%ion ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to ms tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the following ASTM standards: 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of _ Materials _ Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. = JAWORSI CONCRETE DATA SUMMARY GE07ECI INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: A. Clark PLACEMENT DATA Placement Date: 1/11/02 Cylinder Set No. : C2 Time: 12:54 Truck No. : 16 Class Concrete: 3, 000 psi Ticket No. : 12025 Total Quantity 30 cy Batch Time: 11:57 Batch Quantity: 10 cy Method' of Placement: chute to pump Air: Specified: 7. Measured: 55 Location of Sample: high walls at Bld. 2 Slump Specified: n/a Measured: 4" Total Location of Placement: foundation walls (high walls at Bld. 2) Unit Weight: 143.14 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 66 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 44 degrees End Area: 28.27 sq in Date Retrieved: BATCH TIT INFORMATION(reduced to 1 cabic yam Method of Compression: Neoprene Caps Types of Fracture Cem 1 lbs./cu./yd Sand: 1314.0 lbs./cu./yd a b c. d e Cem2 lbs./cu./yd Water: 226.0 lbs./cu./yd Cem 3 550.0 lbs./cu./yd Adl D55 16.8 ozJcu./yd Agg 1 3/4" 752.0 lbs./cu./yd Ad2 air 3.9 oz/cu./yd X Al Agg 2 1/2' 1100.0 lbs./cu./yd Ad3 ozJcu./ydV k E i 1 Agg 3 lbs./cu./yd Ad4 oz/100 CWT Cove Cope aiw Cone and Shear Columnar Sand Moisture: SplitShur Stone Moisture: COMPRESSIVE IVE TREN TH DATA Cylinder ID C 2 A C 2 B C 2 C C 2 D Date Cast 1/11/02 1/11/02 1/11/02 1/11/02 Date Tested 1/18/02 2/8/02 2/8/02 3/8/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 28.10 28.14 28.01 27.95 Load (lbs. ) 55,786 100,260 102,530 not Stress (psi) 1, 970 3,550 3,630 tested Type of Fracture a a a Reviewed by: X�� Date: �-/fit' 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 Geolech,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. Eastern A Division of a(sterials . Testing r Laboratory Eastern Materials Testing Laboratory 7�!4AP a division of#10315-0 JAWORSKI GEOTECH, INC. JAWORsi CONCRETE DATA SUMMARY GE07ECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro SubContractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: A. Clark PLACEMENT DATA Placement Date: 1/11/02 Cylinder Set No. : C3 Time: 2:18 Truck No. : 16 Class Concrete: 3, 000 psi Ticket No. : 12029 Total Quantity 70 cy Batch Time: 1:02 Batch Quantity: 10 cy Air: Specified: n/a Method of Placement: chute to pump Measured: 6.0% Location of Sample: foundation wall at Bld. 2 Slump Specified: n/a Measured: 5" Total Location of Placement: foundation walls (high walls at Bld. 2) Unit Weight: 138.30 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 68 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 44 degrees Date Retrieved: End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 lbs./cu./yd Sand: 1322.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 235.5 lbs./cu./yd Cem 3 553.0 lbs./cu./yd Adl D55 16.8 oz/cu./yd Agg 1 3/411 734.0 lbs./cu./yd Ad2 air 3.9 oz/cu./yd X A Agg 2 1/2" 1112.0 lbs./cu./yd Ad3 oz/cu./yd I \ / Agg 3 lbs./cu./yd Ad4 oz/100 CWT Coat Gofe am Cope and snar Columau Sand Moisture: Stone Moisture: Spl't skar COMPRESSIVE STRENGTH DATA Cylinder ID C 3 A C 3 B C 3 C C 3 D Date Cast 1/11/02 1/11/02 1/11/02 1/11/02 Date Tested 1/18/02 2/8/02 2/8/02 3/8/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 27.15 27.33 27.22 27.29 Load (lbs.) 44,257 82,265 80,584 Stress (psi) 1,570 2,910 2,850 Type of Fracture a a a Reviewed by: xb� Date: ZAJ,�O The information stated on this report may not be reproduced except in its entirety without the express written consent of Eastern Materials Testing 'mil 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 ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory a division of o VLAP#10315-01 JAWORSKI GEOTECH, INC. ° °°°G -0-0 JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: A. Clark PLACEMENT DATA Placement Date: 1/11/02 Cylinder Set No. : C3 Time: 2:18 Truck No. : 16 Class Concrete: 3,000 psi Ticket No. : 12029 Total Quantity 70 cy Batch Time: 1:02 Batch Quantity: 10 cy Air: Specified: n/a Method of Placement: chute to pump Measured: 6.0 Location of Sample: foundation wall at Bld. 2 Slump Specified: n/a Measured: 5" Total Location of Placement: Unit Weight: 138.30 lbs/cu./ft. foundation walls (high walls at Bld. 2) plastic Wt. : Cylinder Wt. : X Concrete Temperature: 68 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 44 degrees Date Retrieved: End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml lbs./cu./yd Sand: 1322.0 lbs./cu./yd a b C d e Cem2 lbs./cu./yd Water: 235.5 lbs./cu./yd Cem 3 553.0 lbs./cu./yd Adl D55 16.8 oz/cu./yd Agg 1 3/4 734.0 lbs./cu./yd Ad2 air 3.9 oz/cu./yd X A Agg 2 1/211 1112.0 lbs./cu./yd Ad3 oz/cu./yd / � Agg 3 lbs./cu./yd Ad4 oz/100 CWT Cone Ca1e afW Con<ins Shin Columnar Sand Moisture: Stone Moisture: Splu Shear COMPRESSIVE STRENGTH DATA Cylinder ID C 3 A C 3 B C 3 C C 3 D Date Cast 1/11/02 1/11/02 1/11/02 1/11/02 Date Tested 1/18/02 2/8/02 2/8/02 3/8/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs.) 27.15 27.33 27.22 27.29 Load (lbs. ) 44,257 82,265 80, 584 84, 810 Stress (psi) 1,570 2,910 2,850 3, 000 Type of Fracture a a a Reviewed by: Date: The information slated 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. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. ° pO°o °O .°° JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: A. Clark PLACEMENT DATA Placement Date: 1/11/02 Cylinder Set No. : C3 Time: 2:18 Truck No. : 16 Class Concrete: 3,000 psi Ticket No. : 12029 Total Quantity 70 cy Batch Time: 1:02 Batch Quantity: 10 cy Method of Placement: chute to pump Air: Specified: 0. Measured: 6 % Location of Sample: foundation wall at Bld. 2 Slump Specified: n/a Measured: 5" Total Location of Placement: foundation walls (high walls at Bld. 2) Unit Weight: 138.30 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 68 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 44 degrees End Area: 28.27 sq in Date Retrieved: Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml lbs./cu./yd Sand: 1322.0 lbs./cu./yd a b C d e Cem2 lbs./cu./yd Water: 235.5 lbs./cu./yd 7. Cem 3 553.0 lbs./cu./yd Adl D55 16.8 oz/cu./yd Agg 1 3/4" 734.0 lbs./cu./yd Ad2 air 3.9 oz/cu./yd Agg 2 1/2 1112.0 lbs./cu./yd Ad3 oz/cu./yd � Agg 3 lbs./cudyd Ad4 oz/100 CWT Cone Cone aid Cove and Shur Columnar Sand Moisture: Stone Moisture: Split Sir COMPRESSIVE STRENGTH DATA Cylinder ID C 3 A C 3 B C 3 C C 3 D Date Cast 1/11/02 1/11/02 1/11/02 1/11/02 Date Tested 1/18/02 2/8/02 2/8/02 3/8/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 27.15 27.33 27.22 27.29 Load (lbs. ) 44,257 Stress (psi) 1,570 Type of Fracture a Reviewed by: - Date: l � lc-�e__ 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 ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. •` JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: A. Clark PLACEMENT DATA Placement Date: 1/11/02 Cylinder Set No. : C2 Time: 12 :54 Truck No. : 16 Class Concrete: 3, 000 psi Ticket No. : 12025 Total Quantity 30 cy Batch Time: 11:57 Batch Quantity: 10 cy Air: Specified: n/a Method of Placement: chute to pump Measured: 5.75 Location of Sample: high walls at Bld. 2 Slump Specified: n/a Measured: 4" Total Location of Placement: foundation walls (high walls at Bld. 2) Unit weight: 143 .14 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 66 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 44 degrees Date Retrieved: End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 lbs./cu./yd Sand: 1314.0 lbs./cu./yd a b C d e Cem2 lbs./cu./yd Water: 226.0 lbs./cu./yd Cem 3 550.0 lbs./cu./yd Adl D55 16.8 oz/cu./yd i Agg 1 3/4 it 752.0 lbs.lcu./yd Ad2 air 3.9 oz/cu./yd �; A / Agg 2 1/2" 1100.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd AN oz/100 CWT Conc Cone and Cone and spur Column( Sand Moisture: Stone Moisture: Split star COMPRESSIVE STRENGTH DATA Cylinder ID C 2 A C 2 B C 2 C C 2 D Date Cast 1/11/02 1/11/02 1/11/02 1/11/02 Date Tested 1/18/02 2/8/02 2/8/02 3/8/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 28.10 28.14 28.01 27.95 Load (lbs. ) 55, 786 Stress (psi) 1, 970 Type of Fracture a Reviewed by:�yl,g,��- Date: / Z! G Z 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. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP #10315-0 JAWORSKI GEOTECH, INC. oda��oo JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: A. Clark PLACEMENT DATA Placement Date: 2/8/02 Cylinder Set No. : C4 Time: 2:00 Truck No. : 18 Class Concrete: 3, 000 psi Ticket No. : Total Quantity 20 cy Batch Time: 1:17 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5.5% Location of Sample: low wall of north wing Slump Specified: 4" Measured: 2" Total Location of Placement: high wall footings on north wing and low unit Weight: 145.79 lbs/cu./ft. wall on north wing Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 61 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 40 degrees End Area: 28.27 sq in Date Retrieved: 2/14/02 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 521.0 lbs./cu./yd Sand: 1492.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 208.0 lbs./cu./yd Cem 3 553.0 lbs./cu./yd Adl air 2.5 oz/cu./yd Agg 1 1/2 to 870.0 lbs./cu./yd Ad2 HE 64.0 oz/cu./yd Agg 2 3/4" 796.0 lbs./cu./yd Ada oz/cu./yd Agg 3 lbs./cu./yd AN oz/100 CWT Cone Ca c acW Conc and shc:r cotumaV Sand Moisture: 2.5% Stone Moisture: Split Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 4 A C 4 B C 4 C C 4 D Date Cast 2/8/02 2/8/02 2/8/02 2/8/02 Date Tested 2/15/02 3/8/02 3/8/02 4/5/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 28.62 28.66 28.42 28.46 Load (lbs. ) 98,085 981580 106,580 not Stress (psi) 3,470 3,490 3, 770 tested Type of Fracture a a a Reviewed by: /�G`-�_ Date: ✓? // �j�_ 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 follawing ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: A. Clark PLACEMENT DATA Placement Date: 2/8/02 Cylinder Set No. : C4 Time: 2:00 Truck No. : 18 Class Concrete: 3,000 psi Ticket No. : Total Quantity 20 cy Batch Time: 1:17 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7% Measured: 5.5% Location of Sample: low wall of north wing Slump Specified: 4" Measured: 2" Total Location of Placement: high wall footings on north wing and low Unit Weight: 145.79 lbs/cu./ft. wall on north wing Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 61 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 40 degrees End Area: 28.27 sq in Date Retrieved: 2/14/02 BATCH Method of Compression: Neoprene Caps TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml 521.0 lbs./cu./yd Sand: 1492.0 lbs./cu./yd a b C d e Cem2 lbs./cu./yd Water: 208.0 lbs./cu./yd Cem 3 553.0 lbs./cu./yd Ad air 2.5 oz/cu./yd Agg 1 1/211 /�870.0 lbs./cu./yd Ad2 HE 64.0 oz/cu./yd A j Agg 2 3/4 796.0 lbs./cu./yd Ad3 oz/cu./yd I I Agg 3 lbs./cu./yd Ad4 oz/100 CWT Conc Cone aM Conc and Skar Columnu Sand Moisture: 2.5% Stone Moisture: Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 4 A C 4 B C 4 C C 4 D Date Cast 2/8/02 2/8/02 2/8/02 2/8/02 Date Tested 2/15/02 3/8/02 3/8/02 4/5/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 28.62 28.66 28.42 28.46 Load (lbs. ) 98, 085 Stress (psi) 3,470 Type of Fracture a Reviewed by: &---- Date: &1 KI Z .— 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 ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro SubContractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: B. Fulco PLACEMENT DATA Placement Date: 2/13/02 Cylinder Set No. : C5 Time: 11:00 Truck No. : 13 Class Concrete: 3, 000 psi Ticket No. : Total Quantity 50 cy Batch Time: 10:12 Batch Quantity: 10 cy Air: Specified: 6-8% Method of Placement: chute Measured: 6.5% Location of Sample: southeast high wall at Slump Specified: 4" Building #3 Measured: 4" Total Location of Placement: Unit Weight: 142.02 lbs/cu./ft. Building #3 southeast high wall Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 60 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 30 degrees Date Retrieved: 2/14/02 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard.) Types of Fracture Ceml lbs./cu./yd Sand: 1328.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 229.5 lbs./cu./yd Cem 3 548.0 lbs./cu./yd Ad 1 air 4.3 oz/cu./yd Agg 1 3/4 714.0 lbs./cu./yd Ad2 HE 133.6 oz/cu./yd /� A � 11 Agg 2 1/2" 1120.0 lbs./cu./yd Ad3 997 16.60 oz/cu./yd / / Agg 3 lbs./cu./yd AN oz/100 CWT Conc Cone aria Cone and Star Column( Sand Moisture: 4.5% Stone Moisture: split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 5 A C 5 B C 5 C C 5 D Date Cast 2/13/02 2/13/02 2/13/02 2/13/02 Date Tested 2/20/02 3/13/02 3/13/02 4/10/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 27.88 27.52 27.56 27.62 Load (lbs. ) 79,497 95,712 92,351 not Stress (psi) 2,810 3,390 3,270 tested Type of Fracture a a a Reviewed by: /" G 1.*A- Date: 3��� 2— 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 ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - )Materials Testing Laboratory Eastern Materials Testing Laboratory a division of o VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro SubContractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: B. Fulco PLACEMENT DATA Placement Date: 2/13/02 Cylinder Set No. : C5 Time: 11:00 Truck No. : 13 Class Concrete: 3, 000 psi Ticket No. : Total Quantity 50 cy Batch Time: 10:12 Batch Quantity: 10 cy Air: Specified: 6-8% Method of Placement: chute Measured: 6.5% Location of Sample: southeast high wall at Slump Specified: 4" Building #3 Measured: 4" Total Location of Placement: Building #3 southeast high wall Unit Weight: 142 .02 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 60 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 30 degreesDate Retrieved: 2/14/02 �-- End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml lbs./cu./yd Sand: 1328.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 229.5 lbs./cu./yd Cem 3 548.0 lbs./cu./yd Ad 1 air 4.3 oz/cu./yd Agg 1 3/4it 714.0 lbs./cu./yd Ad2 HE 133.6 oz/cu./yd A i Agg 2 1/2 1120.0 lbs./cu./yd Ad3 997 16.60 oz/cu./yd / Agg 3 lbs./cudyd AN oz/100 CWT Conc Conc alw cm and char Columnar Sand Moisture: 4.5% Stone Moisture: Splu Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 5 A C 5 B C 5 C C 5 D Date Cast 2/13/02 2/13/02 2/13/02 2/13/02 Date Tested 2/20/02 3/13/02 3/13/02 4/10/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 27.88 27.52 27.56 27.62 Load (lbs. ) 79,497 Stress (psi) 2,810 Type of Fracture a Reviewed by: ,,W Date: L�� c 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. Eastern A Division or _ Materials Testing Laboratory Eastern Materials Testing Laboratory a division of o NVLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: S. Akehurst PLACEMENT DATA Placement Date: 2/18/02 Cylinder Set No. : C6 Time: 1:30 Truck No. : 15 Class Concrete: 3,000 psi Ticket No. : 12486 Total Quantity 10 cy Batch Time: 12:33 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: not provided Measured: 5.2% Location of Sample: Building #3 north wing Slump Specified: not provided high wall lower step Measured: 4" Total Location of Placement: Building #3 north wing high wall Unit Weight: 144.77 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 62 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 42 degreesDate Retrieved: 2/20/02 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml lbs./cu./yd Sand: 1300.0 lbs./cudyd a b c d e Cem2 lbs./cudyd Water: 244.0 lbs./cu./yd Cem 3 551.0 lbs./cu./yd Adl air 4.4 oz/cu./yd / j / �i Agg 1 3/4" 748.0 lbs./cu./yd Ad2 P20 44.0 oz/cu./yd /� � A Fill Agg 2 1/2 1098.0 lbs./cu./yd Ad3 997 16.50 oz/cu./yd / \ / \ / Agg 3 lbs./cu./yd Ad4 oz/100 CWT Conc CoM,M Conc and Sher Columau Sand Moisture: 2.5% Stone Moisture: soil oisture: il Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 6 A C 6 B C 6 C C 6 D Date Cast 2/18/02 2/18/02 2/18/02 2/18/02 Date Tested 2/25/02 3/18/02 3/18/02 4/15/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cy1.Weight (lbs. ) 28.42 28.48 28.50 28.32 Load (lbs. ) 69,906 100, 160 102,230 not Stress (psi) 2,470 3,540 3,620 tested Type of Fracture a a a Reviewed by: �7G ,�-- Date: 9 6 Z 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. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. °°° JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: S. Akehurst PLACEMENT DATA Placement Date: 2/18/02 Cylinder Set No. : C6 Time: 1:30 Truck No. : 15 Class Concrete: 3, 000 psi Ticket No. : 12486 Total Quantity 10 cy Batch Time: 12 :33 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: not provided Measured: 5.2% Location of Sample: Building #3 north wing Slump Specified: not provided high wall lower step Measured: 411 Total Location of Placement: Building #3 north wing high wall Unit Weight: 144.77 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 62 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 42 degrees End Area: 28.27 sq in Date Retrieved: 2/20/02 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 lbs./cu./yd Sand: 1300.0 lbs./cu./yd a b C d e Cem2 lbs./cu./yd Water: 244.0 lbs./cu./yd Cem 3 551.0 lbs./cu./yd Ad 1 air 4.4 oz/cu./yd Agg 1 3/4" 748.0 lbs./cu./yd Ad2 P20 44.0 oz/cu./yd X 11 Agg 2 1/2" 1098.0 lbs./cu./yd Ad3 997 16.50 oz/cu./yd 1 Agg 3 lbs./cu./yd AN oz/100 CWT CoM Cone aria Coat and Spar Columnar Sand Moisture: 2.5% Stone Moisture: Stu Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 6 A C 6 B C 6 C C 6 D Date Cast 2/18/02 2/18/02 2/18/02 2/18/02 Date Tested 2/25/02 3/18/02 3/18/02 4/15/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 28.42 28.48 28.50 28.32 Load (lbs. ) 69, 906 Stress (psi) 2,470 Type of Fracture a Reviewed by: ��G�r-- Date• � -0 , loe- 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 ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory a division o1 NVLAP#10315-0 JAWORSKI GEOTECH, INC. •` a JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: D. Ramos PLACEMENT DATA Placement Date: 2/26/02 Cylinder Set No. : C7 Time: Truck No. : 13 Class Concrete: 3, 000 psi Ticket No. : Total Quantity 16 cy Batch Time: 12:55 Batch Quantity: 8 cy Air: Specified: not provided Method of Placement: chute Measured: 8.0% Location of Sample: SW corner building 1 walls Slump Specified: not provided Measured: 6" Total Location of Placement: Building 1 west walls Unit Weight: 139.78 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 62 degreesDate Retrieved: 2/28/02 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml 548.0 lbs./cu./yd Sand: 1290.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 244.0 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 air 4.3 oz/cu./yd Agg 1 3/4" 740.0 lbs./cu./yd Ad2 977 16.5 oz/cu./yd X A � 11 Agg 2 1/2 1112.0 lbs./cu./yd Ad3 oz/cu./yd N 11 Agg 3 lbs./cu./yd Ad4 oz/100 CWT Conc Cone aria Cone and Shear Columnar split Shear Sand Moisture: 2.5% Stone Moisture: COMPRESSIVE STRENGTH DATA Cylinder ID C 7 A C 7 B C 7 C C 7 D Date Cast 2/26/02 2/26/02 2/26/02 2/26/02 Date Tested 3/5/02 3/26/02 3/26/02 4/23/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 27.44 27.64 27.14 27.40 Load (lbs. ) 52,385 87,901 91, 065 not Stress (psi) 1,850 3,110 3,220 tested Type of Fracture a a a Reviewed by: /� Date: Z 7 vL 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 19Z C 231,C 617,and C 1231. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory a division of [NVLAP #10315-0 JAWORSKI GEOTECH, INC. C °C JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: D. Ramos PLACEMENT DATA Placement Date: 2/26/02 Cylinder Set No. : C7 Time: Truck No. : 13 Class Concrete: 3, 000 psi Ticket No. : Total Quantity 16 cy Batch Time: 12:55 Batch Quantity: 8 cy Method of Placement: chute Air: Specified: not provided Measured: 8.0% Location of Sample: SW corner building 1 walls Slump Specified: not provided Measured: 6" Total Location of Placement: Building 1 west walls Unit Weight: 139.78 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 62 degrees Date Retrieved: 2/28/02 �— End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 548.0 lbs./cu./yd Sand: 1290.0 lbs./cu./yd Types of Fracture a b c d e Cem2 lbs./cu./yd Water: 244.0 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 air 4.3 oz/cu./yd Agg 1 3/4" 740.0 lbs./cu./yd Ad2 977 16.5 oz/cu./yd / A Agg 2 1/2" 1112.0 lbs./cu./yd Ad3 oz/cu./yd / Agg 3 lbs./cu./yd Ado oz/100 CWT Conc Cone aid Conc and Shcar Columnar Sand Moisture: 2.5% Stone Moisture: Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 7 A C 7 B C 7 C C 7 D Date Cast 2/26/02 2/26/02 2/26/02 2/26/02 Date Tested 3/5/02 3/26/02 3/26/02 4/23/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cy1.Weight(lbs. ) 27.44 27.64 27.14 27.40 Load (lbs. ) 52,385 Stress (psi) 1,850 Type of Fracture a Reviewed by: '00094(0 1,1— Date: b 04? 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. Eealern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of o �-- NVLAP#10315-0 JAWORSKI GEOTECH, INC. ° °`° p JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro SubContractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: S. Akehurst PLACEMENT DATA Placement Date: 3/1/02 Cylinder Set No. : C8 Time: 2:15 Truck No. : 15 Class Concrete: 3,000 psi Ticket No. : 12783 Total Quantity 10 cy Batch Time: 1:33 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: not provided Measured: 5.25 Location of Sample: south end of west high Slump Specified: not provided wall Building #1 Measured: 6" Total Location of Placement: Unit Weight: 143 .14 lbs/cu./ft. Building #1 west high wall Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 70 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 46 degrees Date Retrieved: 3/11/02 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml lbs./cu./yd Sand: 1306.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 245.0 lbs./cu./yd Cem 3 552.0 lbs./cu./yd Ad air 4.3 oz/cu./yd Agg 1 3/4 732.0 lbs./cu./yd Ad2 HE 68.8 oz/cu./yd �� A Agg 2 1/211 1106.0 lbs./cu./yd Ad3 997 16.40 oz/cu./yd Agg 3 lbs./eu./yd Ado oz/100 CWT Cone Cone&M Cone and Shear Columnar Split Sher Sand Moisture: 2.5% Stone Moisture: COMPRESSIVE STRENGTH DATA Cylinder ID C 8 A C 8 B C 8 C C 8 D Date Cast 3/1/02 3/1/02 3/1/02 3/1/02 Date Tested 3/12/02 3/29/02 3/29/02 4/26/02 Specimen Age ( 11 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 28.10 27.98 28.34 28.06 Load (lbs. ) 72,279 Stress (psi) 2,560 Type of Fracture a Reviewed by: �,�JG l'�— Date: 3 /Y G� 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 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 maybe made. Sampling and testing were performed in general accordance with the following ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - Noteriale Testing Laboratory Eastern Materials Testing Laboratory a division of NVLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: S. Akehurst PLACEMENT DATA Placement Date: 3/1/02 Cylinder Set No. : C8 Time: 2:15 Truck No. : 15 Class Concrete: 3, 000 psi Ticket No. : 12783 Total Quantity 10 cy Batch Time: 1:33 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: not provided Measured: 5.25 Location of Sample: south end of west high Slump Specified: not provided wall Building #1 Measured: 6" Total Location of Placement: Building #1 west high wall Unit Weight: 143.14 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 70 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 46 degreesDate Retrieved: 3/11/02 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml lbs./cu./yd Sand: 1306.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 245.0 lbs./cu./yd Cem 3 552.0 lbs./cu./yd Ad 1 air 4.3 oz/cu./yd j Agg 1 3/411" 732.0 lbs./cu./yd Ad2 HE 68.8 oz/cu./yd X A � Agg 2 1/2 1106.0 lbs./cu./yd Ad3 997 16.40 oz/cu./yd I I Agg 3 lbs./cu./yd AN oz/100 CWT Coac Gone aril Com and Shur Columnar Sand Moisture: 2.5% Stone Moisture: SP61 oisture: " Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 8 A C 8 B C 8 C C 8 D Date Cast 3/1/02 3/1/02 3/1/02 3/1/02 Date Tested 3/12/02 3/29/02 3/29/02 4/26/02 Specimen Age ( 11 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 28.10 27.98 28.34 28.06 Load (lbs. ) 72,279 91,461 95,811 not Stress (psi) 2,560 3,230 3,390 tested Type of Fracture a a a Reviewed by: Date: 2 U L 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 ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. FEastern A Division of Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: J. Switzer PLACEMENT DATA Placement Date: 4/3/02 Cylinder Set No. : C9 Time: 12:50 Truck No. : 13 Class Concrete: 3, 000 psi Ticket No. : 13471 Total Quantity 58 cy Batch Time: 12:35 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: n/a Measured: n/a Location of Sample: Bldg. 4 high wall, South side Slump Specified: 5" Measured: 5" Total Location of Placement: Bldg. 4 high wall, South side; Bldg. 4 low Unit Weight: 142.53 lbs/cu./ft. wall, North side Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 75 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees End Area: 28.27 sq in Date Retrieved: 4/8/02 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic,Yard) Types of Fracture Cem 1 lbs./cu./yd Sand: lbs./cudyd a b C d e Cem2 lbs./cu./yd Water: lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 oz/cu./yd Agg 1 lbs./cu./yd Ad2 oz/cu./yd /{ A Agg 2 lbs./cu./yd Ad3 oz/cu./yd � � Agg 3 lbs./cu./yd Ado oz/100 CWT Conc Cone aM Cone and Shear Columnar Sand Moisture: Stone Moisture: split Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 9 A C 9 B C 9 C C 9 D Date Cast 4/3/02 4/3/02 4/3/02 4/3/02 Date Tested 4/10/02 5/1/02 5/1/02 5/29/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 27.98 27.94 28.04 27.94 Load (lbs. ) 64, 072 80,386 83,649 Stress (psi) 2,270 2,840 2,960 Type of Fracture a a a 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 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. Eastern A Division of Naleriele Testing Eastern Materials Testing Laboratory _ Laboratory a division of VLAP#10315-o JAWORSKI GEOTECH, INC. . ,c JAWORSKI CONCRETE DATA SUMMARY GEOTECH, WC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro SubContractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: J. Switzer PLACEMENT DATA Placement Date: 4/3/02 Cylinder Set No. : C9 Time: 12:50 Truck No. : 13 Class Concrete: 3, 000 psi Ticket No. : 13471 Total Quantity 58 cy Batch Time: 12:35 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: n/a Measured: n/a Location of Sample: Bldg. 4 high wall, South side Slump Specified: 5" Measured: 5" Total Location of Placement: Bldg. 4 high wall, South side; Bldg. 4 low Unit Weight: 142.53 lbs/cu./ft. wall, North side Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 75 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees End Area: 28.27 sq in Date Retrieved: 4/8/02 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: lbs./cu./yd Types of Fracture a d e Cem2 lbs./cu./yd Water: lbs./cu./yd b Cem 3 lbs./cu./yd Ad 1 oz/cu./yd L Agg 1 lbs./cu./yd Ad2 oz/cu./yd ��Agg 2 lbs./cu./yd Ad3 oz/cu./yd / j Agg 3 lbs./cu./yd Ado oz/100 CWT' can< Cone arw Con<aye su Colamaar Sand Moisture: Stone Moisture: SO( Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 9 A C 9 B C 9 C C 9 D Date Cast 4/3/02 4/3/02 4/3/02 4/3/02 Date Tested 4/10/02 5/1/02 5/1/02 5/29/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 27.98 27.94 28.04 27.94 Load (lbs. ) 64,072 801386 83,649 82,858 Stress (psi) 2,270 2,840 2,960 2,930 Type of Fracture a a a a Reviewed by: Date: � 0— 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 maybe made. Sampling and testing were performed in general accordance with the following ASTMstandards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of NVLAP#10315-0 JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: J. Switzer PLACEMENT DATA Placement Date: 4/3/02 Cylinder Set No. : C9 Time: 12:50 Truck No. : 13 Class Concrete: 3, 000 psi Ticket No. : 13471 Total Quantity 58 cy Batch Time: 12:35 Batch Quantity: 10 cy Air: Specified: n/a Method of Placement: chute Measured: n/a Location of Sample: Bldg. 4 high wall, South Slump Specified: 5" side Measured: 5" Total Location of Placement: Bldg. 4 high wall, South side; Bldg. 4 low Unit Weight: 142.53 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X wall, North side Concrete Temperature: 75 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees Date Retrieved: 4/8/02 End Area: 2s.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Ceml lbs./cu./yd Sand: lbs./cu./yd a b c d e Cem2 lbs./cu./yd water: lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 oz/cu./yd { I LA i Agg 1 lbs./cu./yd Ad2 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ad4 oz/100 CWT COO" Cone&M Cone and Skar Column&, split $heir Sand Moisture: Stone Moisture: COMPRESSIVE STRENGTH DATA Cylinder ID C 9 A C 9 B C 9 C C 9 D Date Cast 4/3/02 4/3/02 4/3/02 4/3/02 Date Tested 4/10/02 5/1/02 5/1/02 5/29/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 27.98 27.94 28.04 27.94 Load (lbs. ) 64,072 Stress (psi) 2,270 Type of Fracture Reviewed by: '40'*�4!5 Date: y l<1 e' 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 _ Alateriale Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-01 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: J. Switzer PLACEMENT DATA Placement Date: 4/3/02 Cylinder Set No. : C10 Time: 2:15 Truck No. : 14 Class Concrete: 3,000 psi Ticket No. : 13473 Total Quantity 58 cy Batch Time: 1:23 Batch Quantity: 10 cy Air: Specified: n/a Method of Placement: chute Measured: n/a Location of Sample: Bldg. 4 high wall, South Slump Specified: 5" side Measured: 5" Total Location of Placement: Unit Weight: 140.70 lbs/cu./ft. Bldg. 4 high wall, South side; Bldg. 4 low Plastic Wt. : Cylinder Wt. : X . wall, North side Concrete Temperature: 75 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees E Date Retrieved: 4/8/02 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(seduced to 1 cubic yard) Types of Fracture Ceml lbs./cu./yd Sand: lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 oz/cu./yd Agg 1 lbs./cudyd Ad2 oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ado oz/100 CWT Conc Co"c&9W CO"="d Shelf Columnar Split Shear Sand Moisture: Stone Moisture: COMPRF_SSIVE STRENGTH DATA Cylinder ID C 10 A C 10 B C 10 C C 10 D Date Cast 4/3/02 4/3/02 4/3/02 4/3/02 Date Tested 4/10/02 5/1/02 5/l/02 5/29/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight (lbs. ) 27.62 28.10 27.70 27.76 Load (lbs. ) 69,807 Stress (psi) 2,470 Type of Fracture a Reviewed by: :4-- Date: 4-t1 1r16 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 3.1,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division o1 NVLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Watson Farms Project No. : 01768C South Windsor, CT Contractor: Metro Client: Metro Subcontractor: Nadeau Brothers Supplier: Builders Concrete JGI Representative: J. Switzer PLACEMENT DATA Placement Date: 4/3/02 Cylinder Set No. : C10 Time: 2:15 Truck No. : 14 Class Concrete: 3,000 psi Ticket No. : 13473 Total Quantity 58 cy Batch Time: 1:23 Batch Quantity: 10 cy Air: Specified: n/a Method of Placement: chute Measured: n/a Location of Sample: Bldg. 4 high wall, South Slump Specified: 5" side Measured: 5" Total Location of Placement: Bldg. 4 high wall, South side; Bldg. 4 low Unit Weight: 140.70 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X wall, North side Concrete Temperature: 75 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees Date Retrieved: 4/8/02 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 lbs./cu./yd Sand: lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: lbs./cu./yd Cem 3 lbs./cu./yd Ad l oz/cu./yd Agg l lbs./cu./yd Ad2 oz/cu./yd X A Agg 2 lbs./cu./yd Ad3 oz/cu./yd JZ/ \ / I V V VI I Agg 3 lbs./cu./yd Ado oz/100 CWT cone Cone Arid Cone and Shear Columnar Split Shear Sand Moisture: Stone Moisture: COMPRESSIVE STRENGTH DATA Cylinder ID C 10 A C 10 B C 10 C C 10 D Date Cast 4/3/02 4/3/02 4/3/02 4/3/02 Date Tested 4/10/02 5/1/02 5/1/02 5/29/02 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 27.62 28.10 27.70 27.76 Load (lbs. ) 69,807 85, 034 93,339 not Stress (psi) 2,470 3,010 3,300 tested Type of Fracture a a a Reviewed by: �16 -- Date: .s'—r�l6 2— 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.