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Home My WebLink About125 Buckland Hills Drive (3) A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory a dii,ision of VLAP#10315-0 JAWORSKI GEOTECH, INC. -,..'-MZ.. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/9/00 Cylinder Set No. : Cl Time: 4:15 Truck No. : 108 Class Concrete: 3,000 psi Ticket No. : 3538 Total Quantity 15 cy Batch Time: 2:59 Batch Quantity: 10 cy Method of Placement: chute Air: specified: 5-7� Measured: 6.0% Location of Sample: Column line F-1 Slump Specified: 4.0" max Measured: 4.25" Total Location of Placement: Column line J-C on 1 line Unit Weight: 147.78 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: degrees F Ambient Temp: 100 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 5/12/00 End Ar a: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd sand: 1485.0 lbs./cu./yd Types of Fracture Cem2 425.0 lbs./cu./yd water: 177.5 lbs./cu./yd a b C d e Cem 3 106.0 lbs./cu./yd Adl Air 3.0 oz/cu./yd 19 Agg 1 642.0 lbs./cu./yd Ad2 Reo 26.8 odcu./yd �/ I j Agg 2 1113.0 lbs./cu./yd Ad3 oz/cu./yd / A / 11 % / / ll Agg 3 129.0 lbs./cu./yd Ado oz1100 MT. Gone Gone aid Gone aad Sbw Golrmew Sand Moisture: n/a Stone Moisture: n/a SA sku COMPRESSIVE STRENGTH DATA Cylind r ID C 1 A C 1 B C 1 C C 1 D Date Cast 5/9/00 5/9/00 5/9/00 5/9/00 Dat T sted 5/16/00 6/6/00 6/6/00 7/4/00 Sp cim n Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.W ight(lbs. ) 29.00 28.94 29.14 29.08 Load (lbs. ) 64,072 Str so (psi) 2,270 Y Type of Fracture a R vi wed by. =z Dater The information stated on this report may not be reproduced except in its entirety without the arpress written consent ofEastern Materials Testing a division ofJaworski Geoteeh,Inc. Use of the NFLAP designation does not represent endorsement by the NISI or Nf7.AP.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 AS7M 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 VLAP#10315-0 JAWORSKI GEOTECH, INC. ° JAWORSKI MOTECH,INQ CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/9/00 Cylinder Set No. : C1 Time: 4:15 Truck No. : 108 Class Concrete: 3,000 psi Ticket No. : 3538 Total Quantity 15 cy Batch Time: 2:59 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7� Measured: 6.0$ Location of Sample: Column line F-1 Slump Specified: 4.0" max Measured: 4.25" Total Location of Placement: Column line J-C on 1 line Unit Weight: 147.78 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: degrees F Cylinder Size: 6 � 12 inches Ambient Temp: 100 degrees F �-- . End Area: 28.27 sq in Date Retrieved: 5/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic y" 1485.0 Ibs./cu. d Types of Fracture Ceml Ibs./cu./yd sand: �Cem2 425.0 lbs./cu./yd water: 177.5 lbs./cu./yd a b c d e Cem 3 106.0 Ibs./cu./yd Ad 1 Air 3.0 ozktilyd 1 1 Agg 1 642.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd X L j Agg 2 1113.0 Ibs.lcu./yd Ad3 ozJcu.lyd i l Agg 3 129.0 Ibs.kti./yd A& oz1100 CWT- Cone Cone uid Cone sad Shin Cotuanau Sand Moisture: n/a Stone Moisture: it/a SP(k Sheu COMPRESSIVE STRENGTH DATA Cylinder ID C 1 A C 1 B C 1 C C 1 D Date Cast 5/9/00 5/9/00 5/9/00 5/9/00 Date Tested 5/16/00 6/6/00 6/6/00 7/4/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.00 28.94 29.14 29.08 Load (lbs. ) 64,072 115,480 1071,770 not Stress (psi) 2,270 4,080 3,810 tested Typ of Fracture a a a R viewed by: Date: &14plou 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 he made. Sampling and testing were performed in general accordance with the following ASEW standards: C39,C31,C94,C:143,C172,C'192.('231.C617.and C1231. A Division of Eastern - Materials Testing Laboratory Eastern Materials Testing Laboratory a di1,ision of v oo o o avoCAD VVLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CON EFFTE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/9/00 Cylinder Set No. : Cl Time: 4:15 Truck No. : 108 Class Concrete: 3,000 psi Ticket No. : 3538 Total Quantity 15 cy Batch Time: 2:59 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 6.0$ Location of Sample: Column line F-1 Slump Specified: 4.0" max Measured: 4.25" Total Location of Placement: Unit Weight: 147.78 lbs/cu./ft. Column line J-C on 1 line Plastic Wt. : Cylinder Wt.: X Concrete Temperature: degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 100 degrees F End Area: 28.27 sq in Date Retrieved: 5/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to I cubic yard) Cem 1 lbs./cti./yd sand: 1485.0 lbs./cu./yd Types of Fracture Cem2 425.0 lbs./cti./yd water: 177.5 lbs./cu./yd a b C d e Cem 3 106.0 lbs./cti./yd Ad I Air 3.0 oz/cu./yd Agg 1 642.0 Ibs./cu./yd Ad2 Reo 26.8 oz/cti./yd Agg 2 1113.0 lbs./cti./yd Ad3 oz/ctl./yd Agg 3 129.0 Ibs./cu./yd Ado o7J100 CWT• it I Coat CAM raid Goat aad Sbaf CAlVM%Z" Sand Moisture: n/a Stone Moisture: n/a Sou swr COMPRESSIVE STRENGTH DATA Cylinder ID C 1 A C 1 B C 1 C C 1 D Date Cast 5/9/00 5/9/00 5/9/00 5/9/00 19211111#0 *�'•. COIVN Date Tested 5/16/00 6/6/00 6/6/00 7/4/00 10 ..•••••••••.•�C�000 JAh,� Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) CO Cyl.Weight(lbs. ) 29.00 28.94 29.14 29.08 f • I � f f • • Load (lbs. ) 64,072 115,480 107,770 noti, Qa l O ' �� Stress (psi) 21270 4,080 31810 tested ';��` '•• •E•SE•••��: TYP of Fracture a a a ++�•8881 A S;;k! Revi w d by:—. Date: &/R/W 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 NVLlP designation does not represent endorsement by the NIST or NK.4P.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed in general accordance with the follouing AS7M standards: C 39,C 31,C 94,C 143,C:172,C 192,C 231.C 617.and C 1231. s A Division of Eastern _ - Materials Tesstingting Eastern Materials TestingLaboratory Laborator} a division of o �VLAP#1031 --0 JAWORSKI GEOTECH, INC. 12 oao�da a a o JAWORSKI CONCRETE. DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Hop River Construction Supplier: Aiudi Concrete 7GI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/11/00 Cylinder Set No. : C2 Time: 1:45 Truck No. : 130 Class Concrete: 3,000 psi Ticket No. : 3015 Total Quantity 20 cy Batch Time: 1:12 Batch Quantity: 10 cy Air: specified: 5-7% Method of Placement: chute Measured: 5.8% Location of Sample: A-2.5 Slump Specified: 4.0" max Measured: 4.75" Total Location of Placement: unit weight: 146.26 lbs/cu./ft. B-1 to A-4, J-1 to 1-4.5 Plastic wt. : Cylinder wt. : X Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F End Area: 28.27 sq in Date Retrieved: 5/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: 1503.0 1bsJcu./yd Types of Fracture Cem2 422.0 lbs./cuJyd water: 178.5 lbsJcu./yd a b c d e Cem 3 122.0 lbs./cu./yd Ad 1 Air 2.9 ozJcuJyd Agg 1 624.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd I j Agg 2 1470.0 lbs./cu./yd Ad3 oz/cu./yd ; A j Agg 3 1107.0 lbs./cu./yd Ado OZ/100 CWT Sand moisture: n/a Stone moisture: n/a COrK cow aria Gore and Shc:r Columnar Split Sher CoMPRE.SSIVE STRENGTH DATA Cylinder ID C 2 A C 2 B C 2 C C 2 D Date Cast 5/11/00 5/11/00 5/11/00 5/11/00 Date Tested 5/18/00 5/25/00 6/8/00 6/8/00 specimen Age ( 7 days) ( 14 days) ( 28 days) (28 days) cyl .weight(lbs.) 28.70 28.86 29.00 28.78 Load (lbs.) 35,872 949704 Stress (psi) 19270 3,350 Type of Fracture a a Reviewed by: 'oeDate: S;3 1/ba The information stat on this rt 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 Testing Laboratory Eastern Materials Testing Laboratory _ �-- a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. RE JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT contractor: Konover Construction Client: Target Stores Subcontractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/11/00 Cylinder Set No. : C2 Time: 1:45 Truck No. . 130 Class Concrete: 3,000 psi Ticket No. : 3015 Total Quantity 20 cy Batch Time: 1:12 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute measured: 5.8% Location of Sample: A-2.5 Slump Specified: 4.0" max Measured: 4.75" Total Location of Placement: unit weight: 146.26 lbs/cu./ft. B-1 to A-4, J-1 to J-4.5 Plastic wt. : Cylinder wt. : X Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F End Area: 28.27 sq in Date Retrieved: 5/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: 1503.0 lbs./cu./yd Types of Fnecture Cem2 422.0 lbs./cu./yd Water: 178.5 lbs./cu./yd a b C d e Cem 3 122.0 lbs./cu./yd Ad 1 Air 2.9 oz/cu./yd Agg 1 624.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd Agg 2 1470.0 lbs./cu./yd Ad3 o7Jcu./yd Agg 3 1107.0 lbs./cu./yd Ado o7J100 CWT Coac Cone aid Cone aed Shan Columem Sand moisture: n/a Stone moisture: n/a Sd« Sheu COMPRESSIVE STRENGTH DATA Cylinder ID C 2 A c 2 B C 2 C C 2 D Date Cast 5/11/00 5/11/00 5/11/00 5/11/00 Date Tested 5/18/00 6/8/00 6/8/00 7/6/00 specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl .weight(lbs.) 28.70 28.86 29.00 28.78 Load (lbs.) 359872 Stress (psi) 11270 Type of Fracture a Reviewed byr Date:s ova/Ud 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 ASTMstandards: 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 Eastern Materials Testing Laboratory Laboratory t7 ll'll,%.C%017 Of •o•o 0 ovo0ao 0 VLAP #10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/11/00 Cylinder Set No. : C2 Time: 1:45 Truck No.: 130 Class Concrete: 3,000 psi Ticket No. : 3015 Total Quantity 20 cy Batch Time: 1:12 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5.8% Location of Sample: A-2.5 Slump Specified: 4.0" max Measured: 4.751' Total Location of Placement: Unit Weight: 146.26 lbs/cu./ft. B-1 to A-4, J-1 to J-4.5 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 78 degrees F Ambient Temp: 70 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 5/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduccd to I cubic yardl Ceml lbs./ctl./yd Sand: 1503.0 lbs./cu./yd Types of Fracture Cem2 422.0 lbs./cu./yd water: 178.5 lbs./cu./yd a b C d e Cem 3 122.0 lbs./cu./yd Ad l Air 2.9 oz/cu./yd 1 Agg 1 624.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd Agg 2 1470.0 lbs./cu./yd Ada o7Jcu./yd H�X A Agg 3 1107.0 lbs./cu./yd Ado oz/100 CWT. n/a Stone Moisture: n/a • �` C.Om Cmc&ad Saar Coldmau Sand Moisture: Split Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 2 A C 2 B C 2 C C 2 D Date Cast 5/11/00 5/11/00 5/11/00 5/11/00 ,o��s CON�"6 Date Tested 5/18/00 5/25/00 6/8/00 6/8/00 �1'JAIgr� 0 C, G Specimen Age ( 7 days) ( 14 days) ( 28 days) (28 days) 1.0 1 1 V.. 4 • L Cyl.Weight(lbs. ) 28.70 28.86 29.00 28.78 Load (lbs. ) 35,872 94,704 108,760 106,580 "•,�0,�'• ! N �.�\��" •-F '•AL all Str so (psi) 1,270 3,350 3,850 3,770 Type of Fracture a a a a Revi wed Date: Co/�� CV 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 ofJaworsb C3eotech,Inc. Use of the N124P designation does not represent endorsement by the NISI or NK AP.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 AMU standards. C'39,C31,C94,C143,C'172,C:192,C:231.('617,and C'1231. A Division of Eastern _ Materials Testing Laboratory Eastern Materials Testing Laboratory a dii,ision of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI MOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/15/00 Cylinder Set No. : C3 Time: 2:15 Truck No. : 108 Class Concrete: 3,000 psi Ticket No. : 3063 Total Quantity ' 10 cy Batch Time: not provided Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5-3/4% Location of Sample: col. -line footing A.5 Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Unit Weight: 148.19 lbs/cu./ft. footing col. line A 4.5 to A7 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 72 degrees F Ambient Temp: 65 degrees � Cylinder Size: 6 x 12 inches Date Retrieved: 5/19/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to l cubic,yard) Ceml lbs./cu./yd Sand: not provided lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: Ibs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Air oz/cu./yd 11 Agg 1 Ibs./cll./yd Ad2 Rco o7Jcll./yd Agg 2 lbs./cu./yd Ada ozlcu./yd ; A Agg 3 lbs./cu./yd Ad4 o7J100 CWT; / / Coae Goae acid Gone a W Shot Collimaw Sand Moisture: n/a Stone Moisture: lva split Shea COMPRESSIVE STRENGTH DATA Cylinder ID C 3 A C 3 B C 3 C C 3 D Date Cast 5/15/00 5/15/00 5/15/00 5/15/00 PO,� Off. -Q�N'Vc6`c Date Tested 5/22/00 6/12/00 6/12/00 7/10/00 ., JA Sp 9 cimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) CO 9s 00 Cyl.Weight(lbs. ) 29.08 29.18 29.96 28.88 Load (lbs. ) 76,036 136,960 135,750 not E VP ;0J,C Str se (psi) 2,690 4,840 4,800 tested NA E 'I' �w Type of Fracture a a a R vi w d by. Date: 6),//3/UJ The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech.Inc. (Ise 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 he made. Sampling and testing were pee formed in general accordance with the following AS7M standards: C39,(:31,C94,C143,C172,C192.('231.('617.and C1231. Eastern A Division of _ Materials Testing Eastern Materials Testing LaboratoryM Laboratory a division of VLAP#10315-01 JAWORSKI GEOTECH, INC. O.00OCC0 a JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Hop River Construction Supplier: Aiudi Concrete ]GI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/15/00 Cylinder Set No. : C3 Time: 2:15 Truck No. : 108 Class Concrete: 3,000 psi Ticket No. : 3063 Total Quantity 10 cy Batch Time: not provided Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5-3/4% Location of Sample: col . line footing A.5 slump specified: 4.0" max Measured: 4.0" Total Location of Placement: unit weight: 148.19 lbs/cu./ft. footing col . line A 4.5 to A7 Plastic wt. : Cylinder wt. : x Concrete Temperature: 72 degrees F Cylinder size: 6 x 12 inches Ambient Temp: 65 degrees Date Retrieved: 5/19/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: not provided lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd water: lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad Air oz/cu./yd Agg 1 lbs./cu./yd Ad2 Reo oz/cu./yd Agg 2 lbs./cu./yd Ad3 oz/cu./yd A / 1 Agg 3 lbs./cu./yd Ado o7J100 CWT ` ` Cote Cope aid Coae aid Shan Colan+aac Sand moisture: n/a Stone moisture: n/a spit shm COMPRESSIVE STRENGTH DATA Cylinder ID C 3 A C 3 B C 3 C C 3 D Date Cast 5/15/00 5/15/00 5/15/00 5/15/00 Date Tested 5/22/00 6/12/00 6/12/00 7/10/00 specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl .weight(lbs.) 29.08 29.18 29.96 28.88 Load (lbs.) 769036 Stress (psi) 2,690 Type of Fracture a Revi ewed Y Tlie 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 Jaworsk i 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 Eastern Materials Testing Laboratory Laboratory a division of NVLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETF. DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/16/00 Cylinder Set No. : C4 Time: 2:10 Truck No. : 151 Class Concrete: 31000 psi Ticket No. : 3089 Total Quantity 26 cy Batch Time: 1:20 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 7.0% Location of Sample: pier-E7 Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Unit Weight: 147.38 lbs/cu./ft. pier H2 to H5, H5 to E5, E5 to C4, C4 to C2, plastic Wt. : Cylinder Wt. : X C2 to H2 Concrete Temperature: 66 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees End Area: 28.27 sq in Date Retrieved: 5/19/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) Ceml 424.0 lbs./cu./yd Sand: 1503.0 lbs./cti./yd Types of Fracture Cem2 107.0 lbs./cu./yd water: 161.0 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Ad l Air 2.9 o7Jcu./yd Agg 1 729.0 lbs./cu./yd Ad2 Reo 26.8 o7Jcu./yd E Agg 2 75.0 lbs./cu./yd Ada o7Jct1./yd ./\ Agg 3 1092.0 lbs./ctl./yd Ado 07J100 CWT. 7.0% Stone Moisture: n/a Cow C mow Coae&W Sbw Cdrmom Sand Moisture: split Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 4 A C 4 B C 4 C C 4 D Date Cast 5/16/00 5/16/00 5/16/00 5/16/00 Date Tested 5/23/00 6/13/00 6/13/00 7/11/00 ! F GON/y�c�,�o Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) ��;• V't•�AI'Vp�.: moo: G Cyl.W ight(lbs. ) 28.92 29.06 28.86 29.00 j 1 Load (lbs. ) 56,023 100,550 98,876 not * ,% Str ss (psi) 1,980 3,560 3,500 tested �� •4 S�O,•��•� Typ of Fracture a a a / •we ■ss�o R vi wed by. Date: Ce (113( va The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Matenals Testing a division ofJaworski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NLST or NVLAP Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were performed to general accordance with the following A.VM standards: C39,C.31,C94,C143,C171,C'192,C:231.C'b17.and C'1231. r A Division of Eastern - Materials Testing Eastern Materials Testi ng Laboratory Laboratory a division of 0 VLAP#10315- JAWORSKI GEOTECH, INC. ao�00000 JAWORSKI CONCRETE DATA SUMMARY G,EOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/16/00 Cylinder Set No. : C4 Time: 2:10 Truck No. . 151 Class Concrete: 3,000 psi Ticket No. : 3089 Total Quantity 26 cy Batch Time: 1:20 Batch Quantity: 10 cy Method of Placement: chute Air: specified: 5-7% Measured: 7.0% Location of Sample: pier E7 Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: unit weight: 147.38 lbs/cu./ft. pier H2 to H5, H5 to E5, E5 to C4, C4 to c2, c2 to H2 Plastic wt. : Cylinder wt. : X Concrete Temperature: 66 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees End Area: 28.27 sq in 'Date Retrieved: 5/19/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 424.0 lbs./cu./yd Sand: 1503.0 lbsJcu./yd Types of Fracture Cem2 107.0 lbs./cu./yd Water: 161.0 lbsJcu./yd a b c d e Cem 3 lbs./cu./yd Ad Air 2.9 oz/cuJyd Agg 1 729.0 lbs./cu./yd Ad2 Reo 26.8 oz/cuJyd 1 j Agg 2 75.0 lbs./cu./yd Ad3 oz/cuJyd ; A Agg 3 1092.0 lbs./cu./yd Ado oz/100 CWT Sand moisture: 7.0% Stone moisture: n/a CO"` Coat�^� Go Split S bu r Sht:r Columnar hr COMPRESSIVE STRENGTH DATA Cylinder ID C 4 A C 4 B C 4 C C 4 D Date Cast 5/16/00 5/16/00 5/16/00 5/16/00 Date Tested 5/23/00 6/13/00 6/13/00 7/11/00 specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl .weight(lbs.) 28.92 29.06 28.86 29.00 Load O bs.) 56,023 Stress (psi) 1,980 Type of Fracture a Reviewed by. Date:57 Vc� 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 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 dii,ision of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSM CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/17/00 Cylinder Set No. : C5 Time: 3:15 Truck No. : 151 Class Concrete: 3,000 psi Ticket No. : 3125 Total Quantity 20 cy Batch Time: 2:20 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7$ Measured: 5 1/4 % Location of Sample: pier -D7 Slump Specified: 4.0" max Measured: 2.5" Total Location of Placement: Unit Weight: 148.40 lbs/cu./ft. pier B-7 to G-7, footing A8 to A10 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 78 degrees F Cylinder Size: 12 Ambient Temp: 80 degrees 6 � inches End Area: 28.27 sq in Date Retrieved: 5/19/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard Cem 1 lbs./cu./yd sand: 1521.0 lbs./cu./yd Types of Fmcture Cem2 424.0 lbs./cu./yd water: 160.5 lbs./cu./yd a b C d e Cem 3 105.0 lbs./cll./yd Ad l Air 3.0 oz/cu./yd Agg 1 642.0 lbs./cu./yd Ad2 Reo 26.8 oz/cti./yd / I j Agg 2 132.0 lbs./cu./yd Ad3 oz/ctl./yd 'X A j I Agg 3 1095.0 lbs./cu./yd Ado ozJ100 CWT; / Sand Moisture: n/a Stone Moisture: n/a CoacV %------ Star Colrmau Spla Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 5 A C 5 B C 5 C C 5 D Date Cast 5/17/00 5/17/00 5/17/00 5/17/00 Date Tested 5/24/00 6/14/00 6/14/00 7/12/00 CO/y ,....... NOL Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.12 29.04 29.20 29.36 CO Load (lbs. ) 53,868 120,330 116,970 not Stress (psi) 1,910 4,260 4,140 tested �O .r.Qom•! Type of Fracture a a a *�°,�s� • "�••G�,��,' Review d by. Date: G`/Y�O a sss8 1 Issss The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing a division of laworsla Geotech,Inc. Use of the A(K-P designation does not represent endorsement by the NIST or NPLAP.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 AS7M standards: C39,C31,C94,C143,C:172,C192,C:231,C617,and C1231. A Division of Eastern - Materials " Lq Testing Eastern Materials Testing Laboratory '—' Laboratory a division o1 VLAP#10315-0 JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/17/00 Cylinder set No. : C5 Time: 3:15 Truck No. : 151 Class Concrete: 3,000 psi Ticket No. : 3125 Total Quantity 20 cy Batch Time: 2:20 Batch Quantity: 10 cy Air: ' specified: 5-7% Method of Placement: chute Measured: 5 1/4 % Location of sample: pier D7 slump specified: 4.0" max Measured: 2.5" Total Location of Placement: unit weight: 148.40 lbs/cu./ft. pier B-7 to G-7, footing A8 to A10 plastic wt. : Cylinder wt. : X Concrete Temperature: 78 degrees F cylinder size: 6 x 12 inches Ambient Temp: 80 degrees End Area: 28.27 sq in Date Retrieved: 5/19/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: 1521.0 lbs./cu./yd Types of Fracture Cem2 424.0 1bsJcuJyd Water: 160.5 lbs./cu./yd a b C d e Cem 3 105.0 lbs./cu./yd Ad l Air 3.0 oz/cuJyd N 1 Agg 1 642.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd ^ L Agg 2 132.0 lbs./cu./yd Ad3 oz/cuJyd � 7 l l Agg 3 1095.0 lbs./cu./yd Ad4 oz/100 CWT Coat Coac aid Coat and Shut Column&( Sand moisture: n/a stone moisture: n/a Sara Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 5 A C 5 B C 5 C C 5 D Date Cast 5/17/00 5/17/00 5/17/00 5/17/00 Date Tested 5/24/00 6/14/00 6/14/00 7/12/00 specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl .Wei ght(lbs.) 29.12 29.04 29.20 29.36 Load (lbs.) 539868 Stress (psi) 1,910 Type of Fracture a Reviewed b - 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 NYLAP designation does not represent endorsement by the NISI or NYLAP.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. A Division of Eastern - Materials Eastern Materials Testin Laborato _Testing g ry Laboratory a division OJ VLAP #10315-0 �9 JAWORSKI GEOTECH, INC. .6 C)-Q o 04 o JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/20/00 Cylinder Set No. : C6 Time: 1:00 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 195244 Total Quantity 10 cy Batch Time: 12:03 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5 1/4 % Location of sample: col . line footing J6 Slump Specified: 4.0" max Measured: 3.5 % Total Location of Placement: unit weight: 148.19 lbs/cu./ft. col . line footing J4 to J7 Plastic wt. : Cylinder wt. : X Concrete Temperature: 64 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 54 degrees Date Retrieved: End Area: 28.27 sq in • Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic,yard) Ceml 525.0 lbs./cu./yd Sand: 1500.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd water: 166.4 lbsJcu./yd a b C d e Cem 3 lbs./cu./yd Ad 1 Air 3.0 oz/cu./yd Agg 1 1/2" 620.0 lbs./cuJyd Ad2 MB 997 26.8 oz/cu./yd Agg 2 3/8" 152.0 lbs./cu./yd Ada oz/cu./yd �� A I i Agg 3 3/4" 1100.0 lbs./cu./yd Ad4 oz/100 CWT sand moisture: 7.1% stone moisture: n/a Co`K Gonc and Cork and Sher Columnar Split Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 6 A C 6 B C 6 C C 6 D Date Cast 5/20/00 5/20/00 5/20/00 5/20/00 Date Tested 5/27/00 6/17/00 6/17/00 7/15/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl .weight(lbs.) 29.08 28.96 29.14 28.94 Load (lbs.) 83,452 Stress (psi) 29950 Type of Fracture 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 Jaworsla Geotech,Inc. Use of the M7.AP designation does not represent endorsement by the MIST 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 VLAP#10315-o JAWORSKI GEOTECH, INC. o Leo oe� JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/20/00 Cylinder Set No. : C6 Time: 1:00 Truck No. : 174 Class Concrete: 31000 psi Ticket No. : 195244 Total Quantity 10 cy Batch Time: 12:03 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7$ Measured: 5 1/4 % Location of Sample: col. .line footing J6 Slump Specified: 4.0" max Measured: 3.5 % Total Location of Placement: col. line footing J4 to J7 Unit Weight: 148.19 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 64 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 54 degrees Date Retrieved: End Area: 28.27 sq in ' Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(rcduced to 1 cubic,yard) Ceml 525.0 lbs./cu./yd sand: 1500.0 Ibs./cu./yd Types of Fmcbm Cem2 lbs./cu./yd Water: 166.4 lbs./cu./yd a b c d e Cem 3 Ibs./cu./yd Ad 1 Air 3.0 oz/cu./yd 1 Agg 1 1/2" 620.0 Ibs./cu./yd Ad2 MB 997 26.8 oz/cu./yd •� Agg 2 3/8" 152.0 lbs./cu./yd Ad3 oz/cll./yd Agg 3 3/4" 1100.0 lbs./cu./yd Ado o7J100 CWT•It E Cone Gone aid Cone=W Shear Columwu Sand Moisture: 7.1% Stone Moisture: n/a wit Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 6 A C 6 B C 6 C C 6 D Date Cast 5/20/00 5/20/00 5/20/00 5/20/00 1�101 , Date Tested 5/27/00 6/17/00 6/17/00 7/15/00 ;,��` JA�0 CGJ1 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) y� 1 Cyl.Weight(lbs. ) 29.08 28.96 29.14 28.94 =�'? .1T560 Load (lbs. ) 83,452 121,020 122,500 notlk , �G, ,��•�\� Str so (psi) 21950 4,280 41330 tested // ///Ip fllllll11ij11 � Type of Fracture a a a Revi w d by: ^ate: Co%Q�OU The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworsb Geotech,Inc. Use of the NFLAP 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 Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP #10315-o JAWORSKI GEOTECH, INC. ° JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/22/00 Cylinder Set No. : C7 Time: 1:20 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 3771 Total Quantity 30 cy . Batch Time: 12:27 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7� Measured: 6.0% Location of Sample: footing J9 Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: footing J7 to J13 Unit Weight: 144.93 lbs/cu./ft. Plastic Wt.: Cylinder Wt. : X Concrete Temperature: 68 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 56 degrees End Area: 28.27 sq in Date Retrieved: 5/25/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) Ceml lbs./ctl./yd Sand: 1539.0 lbs./cu./yd Types of Fracture Cem2 423.0 lbs./cu./yd Water: 145.5 lbs./cu./yd a b C d e Cem 3 108.0 lbs./ctl./yd Adl Air 2.9 oz/ctl./yd Agg 1 682.0 lbs./ctl./yd Ad2 Reo 26.8 oz/cu./yd X A ^ Agg 2 99.0 lbs./ctl./yd Ada ozlctl./yd Agg 3 1113.0 lbs./ctl./yd AN oz/100 CWT IZ Coae Cone aid Cone sad Shan Cotumaat Sand Moisture: 8.0% Stone Moisture: lt/a 't S COMPRESSIVE STRENGTH DATA Cylinder ID C 7 A C 7 B C 7 C C 7 D Date Cast 5/22/00 5/22/00 5/22/00 5/22/00 Dat Tested 5/29/00 6/19/00 6/19/00 7/17/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 28.44 28.68 28.62 28.88 Load (lbs. ) 52,760 Str ss (psi) 11870 Type of Fracture a R view d by: Date: The information stated on this report may not be reproduced except in its entire without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVL AP designation does not represent endorsement by the NIST or NYLAP.Reports are relevant only to items toted and no other attribution may be made. Sampling and testing were performed in general accordance with the following AS71W 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 r` a dil'ision Of o c 0000 vevop op ao VLAP #1031s-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/22/00 Cylinder Set No. : C7 Time: 1:20 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 3771 Total Quantity 30 cy Batch Time: 12:27 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7� Measured: 6.0% Location of Sample: footing J9 Slump Specified: 4.01• max Measured: 4.0" Total Location of Placement: footing J7 to J13 Unit Weight: 144.93 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 68 degrees F Ambient Temp: 56 degrees Cylinder Size: 6 a 12 inches Date Retrieved: 5/25/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to I cubic yard) Ceml lbs./ctl./yd Sand: 1539.0 lbsku./yd Types of FrodtKe a b d e Cein2 423.0 lbs./cu./yd Water: 145.5 lbs./cti./yd Cem 3 108.0 lbs./cu./yd Adl Air 2.9 oz/cu./yd 1 1 Agg 1 682.0 lbs./cu./yd Ad2 Rco 26.8 o7Jcu./yd - A Agg 2 99.0 lbs./cu./yd Ad3 ozJcti./yd / 11 Agg 3 1113.0 Ibs./ctl./}d Ado 071100 CW'ij � �OW �VW � C'111 AAMMIM Sand Moisture: 8.0% Stone Moisture: n/a S Shar COMPRESSIVE STRENGTH DATA Cylinder ID C 7 A C 7 B C 7 C C 7 D Date Cast 5/22/00 5/22/00 5/22/00 5/22/00 //' Date Tested 5/29/00 6/19/00 6/19/00 7/17/00 N/y�-%,,, ' Specim n Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) w1�4,QC�C� Cyl.Weight(lbs. ) 28.44 28.68 28.62 28.88 *: Load (lbs. ) 52,760 115,480 115,780 not = �: Stress (psi) 11870 4,080 4,090 tested Type of Fracture a a a �Imrrrr� Reviewed by: Dater/off/ou The information stated on this report may not be reproduced except to its entirely without the express written consent offastern Materials Testing a division ofJawerski Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NYLAP.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 ASTW standards: C 39,C 31,C 94,C 143,C 172,C 192,('231.('617,and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a dii,ision of e peoo eo�0 eo 0 VLAP #10315-0 JAWORSKI GEOTECH, INC. dAWORS KI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/24/00 Cylinder Set No. : C8 Time: 2:15 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 195421 Total Quantity 20 cy Batch Time: 1:12 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7$ Measured: 5.25% Location of Sample: footing 13-F to J Slump Specified: 4.0" max Measured: 2.51' Total Location of Placement: footing H13 Unit Weight: 150.94 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 68 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 70 degrees End Area: 28.27 sq in Date Retrieved: Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) Cein1 538.0 lbs./cu./yd sand: 1500.0 lbs./cu./yd Types of Fracture C=2 lbs./cu./yd water: 168.0 lbs./cll./yd a b C d e Cem 3 Ibs./ctl./yd Ad I MB Air 3.0 o-rlcll.Ad I Agg 1 1/2" 620.0 Ibs./cu./yd Ad2 MB997 26.9 o%JCll./yd i 1I Agg 2 3/8" 144.0 lbs./cu./yd Ada o-rlcu./yd Agg 3 3/4" 1092.0 Ibs./cu./vd Ad4 orJ100 CWT Cone Coae aid Coen MW Shut C AVMQit Sand Moisture: 7.0% Stone Moisture: 11/a Split Shin COMPRESSIVE STRENGTH DATA Cylinder ID C 8 A C 8 B C 8 C C 8 D Date Cast 5/24/00 5/24/00 5/24/00 5/24/00 1 Nlllllllll!/i//�/� Date Tested 5/31/00 6/21/00 6/21/00 7/19/00 �' 1111N 0 COAT / I",�� Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.62 29.38 29.60 29.28 �= Load (lbs. ) 70,301 116,570 115,780 not Stress (psi) 2,490 4,120 4,090 tested %C Type of Fracture a a a Hnnn ,n Reviewed b —may Date: The information stated on this report may not he reproduced arcs rt in its entirety without the arpress written consent gfEastern"aterials Testing a division ofJaworskt(:ieotech,Inc. Ilse oJ'Ihe NI1.111'des gnation dws not represent endorsement by the NI ST or AT7 AP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were pet./ornied to general accordance with the following AST"standards: C39,C31,C94,C143.C172,C192,C231,('617.and('1231. Eastern A Division of - Materials N. Testing Laboratory Eastern Materials Testing Laboratory Labo , a division of o VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target stores subcontractor: Hop River Construction supplier: Aiudi Concrete 7GI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/24/00 Cylinder Set No. : C8 Time: 2:15 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 195421 Total Quantity 20 cy Batch Time: 1:12 Batch Quantity: 10 cy Air: specified: 5-7% Method of Placement: chute Measured: 5.25% Location of sample: footing 13-F to ] slump specified: 4.0" max Measured: 2.5" Total Location of Placement: Unit weight: 150.94 lbs/cu./ft. footing H13 Plastic wt. : Cylinder wt. : X Concrete Temperature: 68 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees Date Retrieved: End Area: 28.27 sq in Method of Compression: Neoprene caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 538.0 lbs./cu./yd sand: 1500.0 lbs./cuJyd Types of Fracturea b c d e Cem2 lbs./cu./yd water: 168.0 lbs./cu./yd Cem 3 _ lbs./cu./yd Adl NM Air 3.0 oz/cuJyd Agg 1 1/2" 620.0 lbs./cu./yd Ad2 MB997 26.9 oz/cu./yd ri Agg 2 3/8" 144.0 lbs./cu./yd Ad3 oz/cuJyd Agg 3 3/4" 1092.0 lbs./cu./yd Ado oz/100 CWTCom Co.,c arW Cone and s :r Columnar sand moisture: 7.0% stone moisture: n/a spin snag COMPRESSIVE STRENGTH DATA Cylinder ID C 8 A C 8 B C 8 C C 8 D Date Cast 5/24/00 5/24/00 5/24/00 5/24/00 Date Tested 5/31/00 6/21/00 6/21/00 7/19/00 specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) cyl .weight(lbs.) 29.62 29.38 29.60 29.28 Load (lbs.) 70,301 stress (psi) 29490 Type of Fracture 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 ofiawwrslb 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. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory � - a division of 0 VLAP#10315-0 JAWORSKI GEOTECH, INC. a JAWORSKI CONCRETE DATA SUMMARY G.EOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Hop River Construction supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/25/00 Cylinder Set No. : C9 Time: 1:00 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 3867 Total Quantity 10 cy Batch Time: 12:11 Batch Quantity: 10 cy Air: specified: 5-7% Method of Placement: chute Measured: 5.0% Location of sample: footing column line 13E Slump specified: 4.0" max Measured: 3.5" Total Location of Placement: unit weight: 147.78 lbs/cu./ft. footing column line 13F to D pier 11 H to G plastic wt. : cylinder wt. : X Concrete Temperature: 68 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees End Area: 28.27 sq in Date Retrieved: Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: 1524.0 lbs./cu./yd Types of Fracture Cem2 426.0 lbs./cuJyd water: 145.5 lbs./cu./yd a b c d e Cem 3 105.0 lbsJcu./yd Ad 1 oz/cu./yd 1 l Agg 1 639.0 1bsJcu./yd Ad2 Air 2.9 oz/cu./yd j Agg 2 159.0 lbs./cu./yd Ad3 Reo 26.8 oz/cu./yd i� A Agg 3 1080.0 lbs./cu./yd Ado oz/100 CWT Coec Goat and Gout and Shur Columnar Sand moisture: 8.0% Stone moisture: n/a slit sir COMPRESSIVE STRENGTH DATA Cylinder ID C 9 A C 9 B C 9 C C 9 D Date Cast 5/25/00 5/25/00 5/25/00 5/25/00 Date Tested 6/1/00 6/22/00 6/22/00 7/20/00 specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl .weight(lbs.) 29.00 28.92 29.10 29.02 Load O bs.) 64,467 Stress (psi) 29280 a Type of Fracture a Reviewed by: - Date: 6 / lo U 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 Jaworsli Geoteeh,Inc. Use of the NYLAP designation does not represent endorsement by the MIST or NYL4P.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 �%fi Laboratory Eastern Materials Testing Laboratory a division of o 0 oa o o eovop Qo VLAP #10315-o JAWORSKI GEOTECH, INC. ep JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/25/00 Cylinder Set No. : C9 Time: 1:00 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 3867 Total Quantity 10 cy Batch Time: 12:11 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5.0% Location of Sample: footing column line 13E Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Unit Weight: 147.78 lbs/cu./ft. footing column line 13F to D pier 11 H to G Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 68 degrees F Ambient Temp: 70 degrees Cylinder Size: 6 x 12 inches Date Retrieved: End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) CcinI lbs./ct1./yd Sand: 1524.0 lbs./cu.Nd Types of Fracture Cen12 426.0 lbs./cu./�Vd Water: l45.5 lbs./cu./NA a b C d e 19 Cem 3 105.0 lbs./ct1.6 d Adl ` orJctl.hd I 11 Agg 1 639.0 lbs./cu./yd Ad2 Air 2.) or/cu.A-d X Agg 2 159.0 lbs./cu./yd Ad3 Reo 26.9 o-rJcu.h d j / If 11 Agg 3 1080.0 lbs./cu./yd AN 07J100 CW'1: Coact Cone OW Cone MW Sbas C01"MOu Sand Moisture: 8.0%) Stone Moisture: 11h Sofa Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 9 A C 9 B C 9 C C 9 D Date Cast 5/25/00 5/25/00 5/25/00 5/25/00 tttriiii��NFC% Date Tested 6/1/00 6/22/00 6/22/00 7/20/00 Jgly�-,,�-� ��•� V lt Specim n Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) co` Gj Cyl.W ight(lbs. ) 29.00 28.92 29.10 29.02 *= Load (lbs. ) 64,467 103,120 108,170 not �``�Ki�� jai s► illll Ill.lye Str ss (psi) 2,280 3,650 3,830 tested �ii� a 1, �� Ilf Type of Fracture a a a Revi w d byr Date: &Ile G/Ct% The information stated on this report►nay not he reproduced wwecpt in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski(.ieotech.Inc. (Ise of'the-NI 7.I P designation dues not repre.%ent endorwment by the NI ST or N117 AP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and iesting were pe loi coed in general accordance wilh the following ASTM standards: C39,C31,C94,C143,C172,('192.('2/.C617,andC1231. A Division of Eastern - katerials Testing Laboratory Eastern Materials Testing Laboratory a ill VI.%I on o/* 0 0 JANVORSKI GEOTECH, INC. N VLA P #10315-0 JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/26/00 Cylinder Set No. : C10 Time: 11:01 Truck No. : 171 Class Concrete: 3,000 psi Ticket No. : 3888 Total Quantity 20 cy Batch Time: 9:48 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5.5% Location of Sample: pier E8 Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Unit Weight: 146.66 lbs/cu./ft. pier C7, 8G to 8C, 9H to E, 1OF to E, 11H to plastic Wt. : Cylinder Wt. : X E Concrete Temperature: 78 degrees F .-- Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees End Area: 28.27 sq in Date Retrieved: Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cultic 3',UI d) Celli I lbs./cu./vd Sand: 1520.0 lbs./cu./yd Types of Fracture Cen12 427.0 Ibs./cu./Vd Water: 153.S lbs./cu./tiVd a b C d e Cem 3 117.0 Ibs./ctt/N-d Adl Air 2.9 o/Jcu./t,d 1 Agg 1 669.0 Ibs./cti./\-d Ad2 Rco 29.0 o/Jcu h-d •�►,( � � � 11 Agg 2 102.0 lbs./cu.A cl Aci"IoiJcu.h,d �� Agg 3 1104.0 Ibs./ctt./\(I Ado o/J 100 CWT k Cone C M acid C9ne MW Sheaf ColYmwa( Sand Moisture: 7.5% Stone Moisture: Wit spry slew COMPRESSIVE STRENGTH DATA Cylinder ID C 10 A C 10 B C 10 C C 10 D Date Cast 5/26/00 5/26/00 5/26/00 5/26/00 Date Tested 6 2 00 6 23 00 6 23 00 7 21 00 COIV/V� Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) �,l` Cyl.Weight(lbs. ) 28.78 28.52 28.56 28.54 Load (lbs. ) 68,225 101,940 94,724 not O Stress (psi) 2,410 3,610 3,350 tested , '� ,, 111t, `�y\\�� Type of Fracture a a d ��ii �uttAri`I Reviewed by. Date: &/2 1p Av of The information stated on this report nnuy not he reproduced ev(rht to nc enttret)•without the erhrr.ss written consent ofFas -nMaterials Testing a division ofJaworskt(;eotech.Inc. Use of the.kl 7_I1'di-Nignation doeN not n-prewnt endorselliml by the NIS7'or NVLAP.Reports are relerant only to items tested/and no other attribution stay he made Suutlaltnv and IeNtctjf were hetlornted to general accordance:with the following•ASTM standards: (''39,C31,C94.C143,C172.('19?.l'_'31.('Gl�.and C1?+l A Division of Eastern _ - Materials Nesting _ Laboratory Eastern Materials Testing Laboratory a division of o 0o e VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Hop River Construction Supplier: Aiudi concrete ]GI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/26/00 Cylinder Set No. : C10 Time: 11:01 Truck No. : 171 Class Concrete: 3,000 psi Ticket NO. : 3888 Total Quantity 20 cy Batch Time: 9:48 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5.5% Location of Sample: pier E8 Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: unit weight: 146.66 lbs/cu./ft. pier C7, 8G to 8C, 9H to E, 1OF to E, 11H to Plastic wt. : Cylinder wt. : x E Concrete Temperature: 78 degrees F Cylinder size: 6 x 12 inches Ambient Temp: 70 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: 1520.0 lbs./cu./yd a b C d e Cem2 427.0 lbs./cu./yd water: 153.5 lbsJcu./yd Cem 3 117.0 lbs./cu./yd Adl Air 2.9 oz/cu./yd Agg 1 669.0 lbs./cu./yd Ad2 Reo 28.6 oz/cuJyd LA Agg 2 102.0 lbs./cu./yd Ada ozlcu./yd Agg 3 1104.0 lbs./cu./yd Ado oz/100 CWT Coat Cone aid Cone aaa Sbar columnau Sand moisture: 7.5% Stone moisture: n/a sok sties COMPRESSIVE STRENGTH DATA Cylinder ID C 10 A C 10 B C 10 C C 10 D Date Cast 5/26/00 5/26/00 5/26/00 5/26/00 Date Tested 6/2/00 6/23/00 6/23/00 7/21/00 specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl .weight(lbs.) 28.78 28.52 28.56 28.54 Load (lbs.) 689225 Stress (psi) 2,410 Type of Fracture a Revi ewed by.----j-, Date: 6 4-/cU 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 dii,ision of VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI CEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/30/00 Cylinder Set No. : Cll • Time: 1:00 Truck No. : 108 Class Concrete: 3,000 psi Ticket No. : 3938 Total Quantity 10 cy Batch Time: 11:51 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 6.0% Location of Sample: Pier B8 Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Unit Weight: 144.62 lbs/cu./ft. piers D12, D9, C9, B9.3, B8, B7.3 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 68 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 50 degrees End Area: 28.27 sq in Date Retrieved: 6/2/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: 1554.0 lbs./cu./yd Types of Fracture Cem2 425.0 lbs./cu./yd water: 169.0 lbs./cu./yd a b C d e Cem 3 110.0 lbs./cu./yd Ad 1 Air 2.9 oz/cu./yd Agg 1 678.0 lbs./cu./yd Ad2 Reo 26.8 oz/cu./yd A Agg 2 93.0 lbs./cu./yd Ad3 oz/cu./yd II Agg 3 1107.0 lbs./cti lyd AN oz/100 C WT ` ` lit 11 CoM COW aid Cope V4 Shear COWMI u Sand Moisture: 6.5% Stone Moisture: n/a SpCa sheu COMPRESSIVE STRENGTH DATA Cylinder ID C 11 A C 11 B C 11 C C 11 D Date Cast 5/30/00 5/30/00 5/30/00 5/30/00 Ix JAw Date Tested 6/6/00 6/27/00 6/27/00 7/25/00 a ; *; *` Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) � _ 175M $Z' Cyl.W ight(lbs. ) 28.38 28.44 28.50 28.42 Load (lbs. ) 88,410 89,285 90,769 not Stress (psi) 3,130 3,160 31210 tested Type of Fracture a a a / Reviewed b Date: 6 -7 R y The information stated on this report may not he reproduced except in its entirety without the express written consent offastern Materials Testing a division ofJa►Norski Geotech,Inc. Use of the N1 L4P designation dices not represent endorsement by the N1ST or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards: C39,C31,C94,C143,C172,C192,C'231.C617.and C'1231. A Division of Eastern _ Materials Testing Eastern Materials Testis Laboratory a dii,ision of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac ment Date: 5/30/00 Cylinder Set No. : C11 Time: 1:00 Truck No. : 108 Class Concrete: 3,000 psi Ticket No. : 3938 Total Quantity 10 cy Batch Time: 11:51 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 6.0% Location of Sample: Pier B8 Slump Specified: 4.01' max Measured: 4.5" Total Location of Placement: Unit Weight: 144.62 lbs/cu./ft. piers D12, D9, C9, B9.3, B8, B7.3 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 68 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 50 degrees Date Retrieved: 6/2/00 End Area: 28.27 sq in Method of Compression: Neopren Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) y 1554.0 Ibs./cu./yd Types of Fracture Cem 1 Ibs./ctl./ d Sand: Cetn2 425.0 lbs./cti./yd water: 169.0 lbs./cti./yd a b c d e Cem 3 110.0 Ibs./cti./yd Adl Air 2.9 oz/cu./yd t Agg 1 , 678.0 Ibs./ctl./yd Ad2 Rco 26.8 oz/ctl./yd X 1 L Agg 2 93.0 lbs./cu./yd Ada oz/cu./yd Agg 3 1107.0 Ibs./ctl./yd A& oz/100 CWT. � ` � / ` Coat Cone aid Coat iad sbar Columam Sand Moisture: 6.5% Stone Moisture: fl/a sdn Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 11 A C 11 B C 11 C C 11 D Dat Cast 5/30/00 5/30/00 5/30/00 5/30/00 Dat T sted 6/6/00 6/27/00 6/27/00 7/25/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 28.38 28.44 28.50 28.42 Load (lbs. ) 88,410 Str ss (psi) 3,130 Typ of Fracture a R view d by• Date: The information stated on this report may not he reproduced except in its entirely 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 AS77W standards: C39,C31,C94,C143,C172,C'192,C231.('617.and C1231. A Division of Eastern - Materials Testing Eastern � Laboratory Materials Testing Laboratory a dii,ision of o VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH.INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/31/00 Cylinder Set No. : C12 Time: 2:30 Truck No. : 148 Class Concrete: 3,000 psi Ticket No. : 3965 Total Quantity 12 cy Batch Time: 1:29 Batch Quantity: 6 cy Method of Placement: chute Air: Specified: 5-7� Measured: 5 3/5 $ Location of Sample: footing b-10 Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: footing A-10 to C-13 Unit Weight: 149.72 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees Date Retrieved: 6/2/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd sand: 1515.0 lbs./cu./yd Types of Fracture Cem2 425.0 lbs./cti./yd Water: 168.3 lbs./cu./yd a b C d e Cem 3 106.7 lbs./cu./yd Ad l Air 2.8 ozlcu./yd Agg 1 630.0 lbs./ctl./yd Ad2 Reo 26.7 oz/ctl./yd i� ! j Agg 2 140.0 lbs./ctl./yd Ad3 oz/cu./yd Agg 3 1100.0 lbs./ctl./yd A& o7J100 CWT; ` 1 Cow Coact a;i0 Coact ud Shut Coltlmaaf Sand Moisture: Stone Moisture: n/a split Shar COMPRESSIVE STRENGTH DATA Cylinder ID C 12 A C 12 B C 12 C C 12 D Date Cast 5/31/00 5/31/00 5/31/00 5/31/00 Date Tested 6/7/00 6/28/00 6/28/00 7/26/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.38 29.30 29.20 29.40 Load (lbs. ) 75,937 Str ss (psi) 2,690 Type of Fracture a 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 ofJowiorski Geotech,Inc. Use of the NVL4P 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 AS7M 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 o VLAP#10315-o JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 5/31/00 Cylinder Set No. : C12 Time: 2:30 Truck No. : 148 Class Concrete: 3,000 psi Ticket No. : 3965 Total Quantity 12 cy Batch Time: 1:29 Batch Quantity: 6 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5 3/5 % Location of Sample: footing B-10 Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 149.72 lbs/cu./ft. footing A-10 to C-13 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 70 degrees End Area: 28.27 sq in Date Retrieved: 6/2/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Celn 1 lbs./cu./yd Sand: 1515.0 lbs./cu./yd Types of Fracture Celn2 425.0 lbs./cu./yd water: 168.3 lbs./ctl./yd a b c d e Cem 3 106.7 lbs./cu./yd Ad 1 Air 2.8 oz/ctl./yd Agg 1 630.0 lbs./cu./yd Ad2 Rco 26.7 oz/cu./yd `�(� 1 •% i Agg 2 140.0 lbs./cu./yd Ad3 oz/cu./yd A CWT. Agg 3 1100.0 lbs./cu./yd A& oz/100 CW Comic Caw aid Gone and Shan Columeat Sand Moisture: Stone Moisture: n/a Sok Shay COMPRESSIVE STRENGTH DATA Cylinder ID C 12 A C 12 B C 12 C C 12 D Date Cast 5/31/00 5/31/00 5/31/00 5/31/00 �� QF� dNF Date T sted 6/7/00 6/28/00 6/28/00 7/26/00 JA�,�9 63 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) _ = Cyl.Weight(lbs. ) 29.38 29.30 29.20 29.40 �- N » Q Load (lbs. ) 75 937 124 480 130,610 not �'�� NS��'��\�\�� Stress (psi) 2,690 41400 4,620 tested Type of Fracture a a a R viewed by Date: The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVL P designation does not represent endorsement by the NIST or NK V 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 A.STM standards: C39,C31,C:94,Cl43,C172,C'.192.C231,C'b17.and('1231. A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory Laboratory a division of VLAP#10315—o JAWORSKI GEOTECH, INC. Co. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/l/00 Cylinder Set No. : C13 Time: 2:04 Truck No. : 106 Class Concrete: 3,000 psi Ticket No. : 3988 Total Quantity 26 cy Batch Time: 12:51 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7$ Measured: 6.0% Location of Sample: foundation wall 11C Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Unit Weight: 147.27 lbs/cu./ft. foundation wall 1OB-5 to 13C Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 78 degrees F Ambient Temp: 90 degrees Cylind r Size: 6 x 12 inches Date Retrieved: 6/2/00 End Area: 28.27 sq in Method of Compression: Neopren Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: not provided lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd water: Ibs./cu./yd a b C d e Cem 3 lbs./cu./yd Ad l oz/cu./yd 771 Agg 1 lbs./cu./yd Ad2 oz/cu./yd Agg 2 lbs./cu./yd Ada oz/cu./yd /\ A j 11 Agg 3 Ibs./cu./yd Ado oz/100 CWT; 11 Sand Moisture: Stone Moisture: n/a Cone cow a w Cones" sk" Coleman SA Slm COMPRESSIVE STRENGTH DATA Cylinder ID C 13 A C 13 B C 13 C C 13 D Date Cast 6/1/00 6/1/00 6/l/00 6/l/00 Date Tested 6/8/00 6/29/00 6/29/00 7/27/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.W ight(lbs. ) 28.90 28.60 28.78 28.78 Load (lbs. ) 60,196 Stress (psi) 21,130 Typ of Fracture a / R vi wed by:— Date: 60 �! 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. (!se of the NK AP designation does not represent endorsement by the N1ST or NVL AP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following AS7M 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-o JAWORSKI GEOTECH, INC. ' JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/1/00 Cylinder Set No. : C13 Time: 2:04 Truck No. : 106 Class Concrete: 3,000 psi Ticket No. : 3988 Total Quantity 26 cy Batch Time: 12:51 Batch Quantity: 10 cy Air: Specified: 5-7$ Method of Placement: chute Measured: 6.0% Location of Sample: foundation wall 11C Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: foundation wall 1OB-5 to 13C Unit Weight: 147.27 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 78 degrees F 12 Ambient Temp: 90 degrees Cylinder Size. 6 x inches Date Retrieved: 6/2/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TI('KET INFORMATION(reduced to l cub*c yard) Celnl lbs./cu./yd Sand: not provided lbs./cu./yd Types of Fracture Celn2 lbs./cu./yd water: ibs./cu./yd a b C d e Cem 3 lbs./cu./yd Ad 1 oz/cu./yd f Agg 1 lbs./cu./yd Ad2 ozlcu./yd Agg 2 lbs./cu./yd Ada oz/cu./yd A / 11 Agg 3 lbs./cu./yd Ado oz/100 CWT V� ` � ` t t Coact Cone and Coact wild shaf Columau Sand Moisture: Stone Moisture: rda sera shaf COMPRESSIVE STRENGTH DATA Cylinder ID C 13 A C 13 B C 13 C C 13 D Date Cast 6/1/00 6/1/00 6/1/00 6/1/00 ,�� F CONAA I�F�%%� Date Tested 6/8/00 6/29/00 6/29/00 7/27/00 j,tQT �09co J;_OG= Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) \ Cy1.Weight(lbs. ) 28.90 28.60 28.78 28.78 � •t�� .`� Load (lbs. ) 60,196 89,483 82,166 notfill%�INS ,�� Stress (psi) 2,130 3,160 2,910 tested if IfF111111101 Type of Fracture a a a Revi wed b Date:&,/Z The information stated on this report may not be reproduced except to its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. (Ise of the NVLAP designation does not represent endorsement by the NIST or)OZAP.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 AS7M standards: C'.39,C31,C94,C143,C:172,C 192,C 231,C 617.and C 1231. Fam Eastern A Division of Materials s •-• Testing Eastern Materials Testing Laboratory Laboratory a division of VO P#10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/2/00 Cylinder Set No. : C14 Time: 1:20 Truck No.: 158 Class Concrete: 3,000 psi Ticket No. : 4023 Total Quantity 20 cy Batch Time: Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5.0% Location of Sample: Pier 13-G Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 150.33 lbs/cu./ft. Pier 13J to D, retaining wall footing Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees FDate Retrieved: End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cub*c yard) Ceml lbs./cu./yd Sand: 1482.0 lbs./cu./yd Types of Fracture Cem2 425.0 lbs.kti./yd water: 184.4 lbs.ku./yd a b C d e Cem 3 117.0 lbs./cu./yd Adl Air 2.9 oz/cu./yd Agg 1 669.0 Ibs./cu./yd Ad2 Reo 26.8 o7Jcu./yd Agg 2 Agg7 108.0 lbs./ctl./yd Ad3 oz/cu./yd LX A ; j l I Agg 3 1104.0 Ibs./cu./yd A& oz/100 CWT; Sand Moisture: 5.5% Stone Moisture: 11/a cow cesc ow Come and sk" ColumawSA sk" COMPRESSIVE STRENGTH DATA Cylinder ID C 14 A C 14 B C 14 C C 14 D Date Cast 6/2/00 6/2/00 6/2/00 6/2/00 Date Tested 6/9/00 6/30/00 6/30/00 7/28/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.50 29.62 29.84 29.72 Load (lbs. ) 78,903 Str ss (psi) 2,790 Typ of Fracture a R vi w d by. Date: The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern 1Natenals Testing a division ofJoworski Geotech,Inc. Ilse 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 AS7M 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-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/2/00 Cylinder Set No. : C14 Time: 1:20 Truck No. : 158 Class Concrete: 3,000 psi Ticket No. : 4023 Total Quantity 20 cy Batch Time: Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5.0% Location of Sample: Pier 13-G Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 150.33 lbs/cu./ft. Pier 131 to D, retaining wall footing plastic Wt. : Cylinder Wt. : X Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic,-} trd) Ceml lbs./cu./yd sand: 1482.0 lbs./cu./yd Types of Fracuire Cem2 425.0 lbs./cu./yd water: 184.4 lbs./cu./yd a b C d e Cem 3 117.0 lbs./ctl./yd Ad 1 Air 2.9 oz/cu./yd I I I Agg 1 669.0 lbs./cu./yd Ad2 Rco 26.8 oz/ctl./yd .X A A Agg 2 Agg7 108.0 lbs./cu./yd Ad3 oz/cu./yd ? \ Agg 3 1104.0 lbs./ctl./yd Ado OZ/100 CWT Com Gore aed Cage OW Sbac Column" Sand Moisture: 5.5% Stone Moisture: n/a sora shay COMPRESSIVE STRENGTH DATA Cylinder ID C 14 A C 14 B C 14 C C 14 D GONA(, Date Cast 6/2/00 6/2/00 6/2/00 6/2/00 \�<<'v','1011A'� Date Tested 6/9/00 6/30/00 6/30/00 7/28/00 � Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) *? 17 ` Cyl.Weight(lbs. ) r' ,p=29.50 29.62 29.84 29.72 Load (lbs. ) 78,903 130,310 121,910 not N L Str ss (psi) 21790 4,610 41310 tested Type of Fracture a a a Reviewed by: /� Date: 4!�/3Ole The information stated on this report may not he reproduced except in its entirety without the empress written consent ofEastern Materials Testing a division ofJawoorski Geotech,Inc. Use of the NVL AP designation does not represent endorsement by the NISI or NYLiP.Reports are relevant only to items tested,and no other attribution may he 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 Q di0sion of VLAP#10315-0 JAWORSKI GEOTECH, INC. °p1OO °O JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/5/00 Cylinder Set No. : C15 Time: 2:15 Truck No. : 115 Class Concrete: 3,000 psi Ticket No. : 4062 Total Quantity 46 cy Batch Time: 12:57 Batch Quantity: 8 cy Method of Placement: chute Air: Specified: 0.0$ Measured: 2.0% Location of Sample: Loading dock slab Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 150.94 lbs/cu./ft. Loading dock slabs and retaining wall Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 a 12 inches Ambient Temp: 55 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to I cubic yard) Cem 1 Ibs./cu./yd sand: 1608.7 lbs./cti./yd Types of Fracture Cem2 451.3 Ibs./cti./yd water: 152.5 Ibs./cu./yd a b C d e Cem 3 83.8 Ibs./cu./yd Ad I Reo 35.0 oz/cu./yd 1 Agg 1 663.7 Ibs./cu./yd Ad2 o7Jcu./yd I % 1 Agg 2 Agg7 116.3 Ibs./cu./yd Ad3 ozJcu./yd Agg 3 1098.8 Ibs./cu./yd Ado oz/100 CWT; Cone Cone acid Cone aad Shan Columaw Sand Moisture: 7.0% Stone Moisture: n/1 Split Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 15 A C 15 B C 15 C C 15 D Date Cast 6/5/00 6/5/00 6/5/00 6/5/00 Date Tested 6/12/00 7/3/00 7/3/00 7/31/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.62 29.76 29.78 29.66 Load (lbs. ) 90,472 Str ss (psi) 31200 Type of Fracture a Reviewed by. Date: Xid The information stated on this report may not he reproduced except in its entirely without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. (Ise 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 perfor►ned in general accordance with the following AS7M 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 di1,ision Of ° e 0000eeao�o�o� VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Hop River Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/5/00 Cylinder Set No. : C15 Time: 2:15 Truck No. : 115 Class Concrete: 3,000 psi Ticket No. : 4062 Total Quantity 46 cy Batch Time: 12:57 Batch Quantity: 8 cy Method of Placement: chute Air: Specified: 0.0� Measured: 2.0% Location of Sample: Loading dock slab Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Loading dock slabs and retaining wall Unit Weight: 150.94 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 55 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to I cubic yard) Fracture Ceml lbs./cti./yd Sand: 1608.7 lbs./cu./yd a b Types of d e Cein2 451.3 lbs./cu./yd Water: 152.5 lbs./cu./yd Cein 3 83.8 lbs./cti./yd Ad 1 Reo 35.0 oz/cu./yd t Agg 1 663.7 lbs./cti./yd Ad2 oz/cti./yd X I j Agg 2 Agg7 116.3 lbs./cu./yd Ad3 oz/cu./yd j j Agg 3 1098.8 lbs./cti./yd Ad4 oz/100 CWT Coat Cone aria Cone aad Shan Coluivaaac Sand Moisture: 7.0% Stone Moisture: n/a spra Sty COMPRESSIVE STRENGTH DATA Cylinder ID C 15 A C 15 B C 15 C C 15 D Date Cast 6/5/00 6/5/00 6/5/00 6/5/00 Awa9�2,' Date Tested 6/12/00 7/3/00 7/3/00 7/31/00 `�� J' _G�A ZZ Specimen Age ( 7 days) ( 28 days) 28 days) 56 days) P 9 Y ) Y ) ( Y ) � Y ) _ �i'C= o. -60 :a Cyl.Weight(lbs. ) 29.62 29.76 29.78 29.66 =�0= Load (lbs. ) 90,472 114,790 122,010 not Stress (psi) 3,200 4,060 41320 tested Type of Fracture a a a Reviewed by: �� Date: The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. 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M '}{:J::{:{!::',${hi{{:!',5::.r}}$}$$}.}v. $}r:$}{:{$„{{::.;}{{.,f{J ..:$$}}{}: •}{{{•v•} ,•}}.{'r r;J J,{{x} iJJ:Jr:l:::. � � � M` r:J:{r:n•.{ r{{:.:xx.•x,{:.:{{{{{•}:.}:•:{+,:{rX:i:,.;.•:::r:h•:r.}:rX:{:{:{:: ;{r,{::N:.::{::x.•rx Nry:::N: ::{:r,{.::::h CD N 4Y C ' •:J:lr:r: ;: I{: J:::.;:.•r:: !J::,::. N:!:h•::{f: ::J::::!{f.f r!! ,•.•h, Nr:f:.•r::{:. Q a o C 25 ...............:. ............... ........................................ ........... O f- cn O O . . .. ........ . g 8 9 to- 8 s g 9 N o O o 213NI:J 1N332i3d N m c� a` cn W m f Eastern A Division of - ldaterials _ Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECK INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C16 Time: 4:10 Truck No. : 152 Class Concrete: 3,000 psi Ticket No. : 196277 Total Quantity 460 cy Batch Time: 3:44 Batch Quantity: 10 cy Air: Specified: 0.0% Method of Placement: chute Measured: 1.5% Location of Sample: Floor column line 2J to H Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 150.18 lbs/cu./ft. Floor column line 1-D to J, J1 to 5, 5I to Plastic Wt. : Cylinder Wt. : X D, 5D to A. Concrete Temperature: degrees F Cylinder Size: 6 x 12 inches Ambient Temp: Date Retrieved: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to I cubic yard) y 1668.0 lbs./cu./yd Types of Fcectum Ceml lbs./cu./ d Sand: $Cem2 464.0 lbs./cu./yd water: 139.2 lbs./cu./yd b c d e Cem 3 83.0 lbs./ctl./yd Ad 1 Reo 62.8 ozktl./yd / Agg 1 1/2" 668.0 lbs./ctl./yd Ad2 oz/cu./yd Agg 2 3/8" 120.0 lbs./cu./yd Ada oz/ctl./ydL] Agg 3 3/4" 1104.0 lbs./ctl./yd Ado o7J 100 C%T Cope Cope aQ Coae MW ShUf GolMmwu Sand Moisture: 6.6% Stone Moisture: n/a Spas COMPRESSIVE STRENGTH DATA Cylinder ID C 16 A C 16 B C 16 C C 16 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Cyl.Weight(lbs. ) 29.47 29.84 29.72 29.92 Load (lbs. ) 103,220 Stress (psi) 3,650 Type of Fracture a Reviewed by Date: & ��/au The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJawerski Geotech,Inc. Use of the X PLAP designation does not represent endorsement by the NISI or NYLAP.Reports are relevant only to items tested,and no other aunbution may be made. Sampling and testing were performed in general accordance with the following AS7M standards: C39,C31,C94,C143,C172,C192,C231,C617,and C1231. Eastern A Division of - Materials _ Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C17 Time: 5:00 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 4163 Total Quantity 460 cy Batch Time: Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 0.0$ Measured: 1.25 % Location of Sample: Column line 3-J to H Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5-J to Unit Weight: 152.27 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F End Area: 28.27 sq in Date Retrieved: 6/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yar n Cem 1 lbs./cu./yd sand: 1680.0 lbs./cu Types of Fs7actu�e ./yd $ b c d e Cem2 460.0 lbs./cu./yd water: 133.5 lbs./cu./yd Cem 3 531.0 lbs.kti./yd Ad I Rco 63.6 oz/cu./yd / Agg 1 735.0 lbs./cu./yd Ad2 o7Jctl./yd Agg 2 786.0 lbs./cu./yd Ad3 o-r/cu./yd / Agg 3 1896.0 lbs.kti./yd Ad4 o7J 100 CWT Cows Cope a�a CAW=w Suur Coleman Sand Moisture: n/a Stone Moisture: n/a Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 17 A C 17 B C 17 C C 17 D Dat Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.88 29.74 29.94 29.96 Load (lbs. ) 101,340 Stress (psi) 31580 Type of Fracture a �- Revi w d 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 of the JVK AP designation does not represent endorsement by the NIST or NK AP.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 AMU 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-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY cEoTEcx, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C18 Time: 5:30 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 4166 Total Quantity 460 cy Batch Time: 4:47 Batch Quantity: 10 cy Air: Specified: 0.0% Method of Placement: chute Measured: 2.0% Location of Sample: Column line 4J to H Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5-J to Unit Weight: 151.76 lbs/cu./ft.plastic wt. : cylinder wt. : X D, 5D to A Concrete Temperature: 76 degrees F 12 Ambient Temp: 76 degrees F Cylinder Size. 6 x inches End Area: 28.27 sq in Date Retrieved: 6/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cub*c_yard) Ceml lbs./cu./yd Sand: 1676.0 Ibs./ctl./yd Types of Ructwe Cetn2 460.0 lbs./cti./yd water: 132.5 lbs./cti./yd a b c d e Cem 3 69.0 lbs./cu./yd Ad I oz/ctl./yd 1 11 Agg 1 702.0 lbs./cu./yd Ad2 Reo 64.6 odctl./yd Agg 2 Agg 7 X A ~ 82.0 Ibs./cu./yd Ada ozlcu./yd • / 11 Agg 3 1104.0 lbs./ctl./yd A& oz/100 CWT•If rZ 16 fit Cone COOL tW CW MW Shan Cotemau Sand Moisture: 6.5% Stone Moisture: n/a Sda Shen COMPRESSIVE STRENGTH DATA Cylinder ID C 18 A C 18 B C 18 C C 18 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.W ight(lbs. ) 29.78 29.74 30.00 29.72 Load (lbs. ) 95,218 Stress (psi) 31370 Type of Fracture a Review d 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 ofJawars1a Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NYLAP.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 ASTW standards: C39,C31,C94,C143,C172,C'192,C231.C617.and C1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP #10315m JAWORSKI GEOTECH, INC. °o JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C19 Time: 6:17 Truck No. : 160 Class Concrete: 3,000 psi Ticket No. : 4171 Total Quantity 460 cy Batch Time: 5:20 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 0.0$ Measured: 2.25 % Location of Sample: Column line 4H to G Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 151.86 lbs/cu./ft. D, 5D to A Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 76 degrees F f` End Area: 28.27 sq in Date Retrieved: 6/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic s yard) Ceml lbs./ctl./yd Sand: 1677.0 lbs./cu./yd Types of Famewe Cem2 448.0 lbs./cu./yd water: 133.0 Ibs./cu./yd a b C d e Cem 3 82.0 lbs./cu./yd Ad I Rco 64.0 oz/cu./yd Agg 1 657.0 Ibs./cu./yd Ad2 oz/ctl./yd Agg 2 Agg 7 126.0 lbs./cti./yd Ada d ozku./y •" - 11 Agg 3 1113.0 lbs./cu./yd Ado 0z1100 CWT Coae Goretuie Coae OW SkV GoleMwu Sand Moisture: 6.5% Stone Moisture: tt/a COMPRESSIVE STRENGTH DATA Cylinder ID C 19 A C 19 B C 19 C C 19 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.80 29.80 29.88 29.98 Load (lbs. ) 118,550 Str so (psi) 4,190 Type of Fracture a �- Revi wed by• Date: 6o I...7o/cAO The information stated on this report may not be reproduced except in its entirely without the express written consent gWastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NKAP designation does not represent endorsement by the NIST or NKAP.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 AS7M standards: C 39,C 31,C.94,C.143,C 172,C:/92,C 231.C 617,and('1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory f a division of VLAP #10315-o JAWORSKI GEOTECH, INC. ' JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C20 Time: 7:08 Truck No. : 155 Class Concrete: 3,000 psi Ticket No. : 4176 Total Quantity 460 cy Batch Time: 5:55 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 0.0$ Measured: 1.75 $ Location of Sample: Column line 3F to G Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Unit Weight: 143.91 lbs/cu./ft. Floor column line 1D to J, J-1 to 5, 5J to Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F End Area: 28.27 sq in Date Retrieved: 6/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml lbs./cu./yd sand: 1664.0 Ibs./cu./yd Types of Fmctrc y 128.0 lbs./cll./yd a b C d e Celn2 451.0 Ibs./cll./ d Water Celn 3 79.0 lbs./cu./yd Ad 1 ozlal./yd 1 1 Agg 1 663.0 Ibs./cu./•yd Ad2 Rco 64.0 odcu./yd X� It Agg 2 Agg 7 123.0 lbs./ctl./yd Ad3 odcti./ydJk !1 Agg 3 1101.0 lbs./ctl./yd Ad4 o7J100 CWT Cow Cone aria Cone and shm ColuMwu Sand Moisture: 6.5% Stone Moisture: n/a sort shr COMPRESSIVE STRENGTH DATA Cylind r ID C 20 A C 20 B C 20 C C 20 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 28.24 28.06 28.26 28.12 Load (lbs. ) 77,222 Str ss (psi) 2,730 Type of Fracture a R vi wed by: te:(p Aa/w The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworsb Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NISI or NK AP.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 AS7M standards: C39,C31,C94,C'143,C172,C:192,C'231,('617.and C1231. Eastern A Division of - Haterials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-o JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY cEoTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C21 Time: Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 4182 Total Quantity 460 cy Batch Time: 6:38 Batch Quantity: 10 cy Air: Specified: 0.0% Method of Placement: chute Measured: 1.25 % Location of Sample: Column line 2F to G Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 151.05 lbs/cu./ft.plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F Date Retrieved: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cultic yard) Ceml lbs./cm/yd sand: 1675.0 lbs./cu./yd Types of Feack Cem2 449.0 lbs./ctl./yd water: 136.5 lbs./cu./yd a b c d e Cem 3 800.0 lbs./cu./yd Ad I Reo 63.6 o�Jcu./yd 1 1 Agg 1 660.0 lbs./cm/yd Ad2 ozlcu./yd •�( j Agg 2 Agg 7 126.0 lbs./cu./yd Ada oz/ctl./yd �,`� 1 Agg 3 1101.0 Ibs./cu./yd AN oil 100 CW'I' Coae coae awe CAM� sbW Golwfnwu Sand Moisture: 6.50/4, Stone Moisture: ii/a So& Sku COMPRESSIVE STRENGTH DATA Cylinder ID C 21 A C 21 B C 21 C C 21 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.W ight(lbs. ) 29.64 29.69 29.70 29.69 Load (lbs. ) 90,274 Stress (psi) 3,190 n Type of Fracture a Revi wed by:--��W Date: (p/�e/v J 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. Ilse of the NVL 4P designation does not represent endorsement by the NISI or NK AP.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 AS714 standards: C39,C.31,C.94,C:143,C172,C192,C231.C617.andC1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of o �WLAP #10315-o JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY cEoTEcx,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C22 Time: 8:57 Truck No. : 159 Class Concrete: 3,000 psi Ticket No. : 4191 Total Quantity 460 cy Batch Time: 8:22 Batch Quantity: 10 cy Air: Specified: 0.0% Method of Placement: chute Measured: 1.75 % Location of Sample: Column line 4F to E Slump Specified: 4.0" max Measured: Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 152.27 lbs/cu./ft.plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: degrees F 12 Ambient Temp: 90 degrees F ...- Cylinder Size. 6 x inches Date Retrieved: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml lbs./ctl./yd sand: 1671.0 lbs./ctl./yd Types of Raft" Cem2 449.0 lbs./ctl./yd water: 132.5 lbs./ctl./yd $ b c d e Cem 3 81.0 lbs./ctl./yd Ad I Reo 63.6 ozktl./yd t Agg 1 837.0 lbs./cu./yd Ad2 ozJcu./yd Xf j Agg 2 Ibs./cu./yd Ada ozlcu./yd � Agg 3 1044.0 Ibs./ctl./Yd AN ozJ 100 CWT Cow Cow� �� Sbw cewmmf Sand Moisture: 6.5% Stone Moisture: ii/c1 Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 22 A C 22 B C 22 C C 22 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Dat Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specim n Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.W ight(lbs. ) 29.88 30.00 29.92 29.78 Load (lbs. ) 95,712 Stress (psi) 3,390 „ Type of Fracture a R vi wed by. Date r /Vu ` The information stated on this report may not be reproduced except to its entirety without the express written consent ofEastern Materials Testing a division ofJaworsla Geotech,Inc. Use of the NVLAP designation does not represent endorsement by the NIST or NYLAP.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 AMU standards: C39,C31,C94,C143,C:172,C192,C'231,C617.and C 1231. Eastern A Division of _ ldaterials Testing Laboratory Eastern Materials Testing Laboratory a division()f o VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C23 Time: 9:35 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 4195 Total Quantity 460 cy Batch Time: 8:47 Batch Quantity: 10 cy Air: Specified: 0.0% Method of Placement: chute Measured: 2.0% Location of Sample: Column line 2F to E Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Unit Weight: 151.86 lbs/cu./ft. Floor column line 1D to J, J-1 to 5, 5J to plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 78 degrees F 12 Ambient Temp: 90 degrees F Cylinder Size. 6 x inches Date Retrieved: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to I cubic,hard) Ceml lbs./cti./yd Sand: 1686.0 lbs./ctl./yd Types of Fhwtwe Cem2 458.0 lbs./cu./yd water: 133.5 lbs./cti./yd a b c d e Cem 3 73.0 lbs./cu./yd Ad 1 Reo 63.6 o7lcti./yd f Agg 1 675.0 lbs./ctl./yd Ad2 ozJctl./yd j Agg 2 Agg 7 114.0 lbs./cu./ d Ada oz/cu./ d - ~ 11 Agg 3 1098.0 Ibs./ctl./yd AN oz/100 CW'I=ItCope CANC IM COW MW SkU ColuMwu Sand Moisture: 6.5% Stone Moisture: n/a Wit Ska COMPRESSIVE STRENGTH DATA Cylinder ID C 23 A C 23 B C 23 C C 23 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.80 29.78 29.76 29.82 Load (lbs. ) 68,818 Str so (psi) 21430 Typ of Fracture a R viewed by: Date: The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Adaterials Testing a division ofJawerski Geotech,Inc. (!se of the NVLAP designation does not represent endorsement by the N)ST 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 AS7M standards: C 39,C 31.C 94,C:143,C 172,C 192,C 231.('617.and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a dh,i.vi on O f o VLAP #10315-0 JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY GEOTECH. INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C24 Time: 11:04 Truck No. : 159 Class Concrete: 3,000 psi Ticket No. : 4202 Total Quantity 460 cy Batch Time: 9:51 Batch Quantity: 10 cy Air: Specified: 0.0% Method of Placement: chute Measured: 2.0% Location of Sample: Column line 4E to D Slump Specified: 4.0" max Measured: 2.5" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 150.54 lbs/cu./ft. D, 5D to J Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees F End Area: 28.27 sq in Date Retrieved: 6/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced toI cubic yard) Ceml lbs./cu./yd Sand: 1674.0 lbs./cu./yd Types of Fmcbxe Cem2 463.0 lbs./cu./ d water: a b C d e y 134.5 Ibs./cu./yd Cem 3 68.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd I 11 Agg 1 654.0 lbs./ctl./yd Ad2 ozku./yd Agg 2 Agg 7 132.0 lbs./cu./yd Ad3 odcu./ d Agg 3 1098.0 lbs./ctl./yd AN oz1100 CWT Coae VConc and Coae w4 Sty Colvmvw Sand Moisture: 6.5% Stone Moisture: n/a Wa shelf COMPRESSIVE STRENGTH DATA Cylinder ID C 24 A C 24 B C 24 C C 24 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.54 29.54 29.82 29.52 Load (lbs. ) 96,998 Str so (psi) 3,430 Type of Fracture a Reviewed by. e;6 4vto v., The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworsb Geotech,Inc. Use of the NK AP designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following AS71W standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,('617,and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory n division cif ° VLAP #10315-o JAWORSKI GEOTECH, INC. o a��aeaa'e'o JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C25 Time: 11:30 Truck No. : 144 Class Concrete: 3,000 psi Ticket No. : 196296 Total Quantity 460 cy Batch Time: 10:41 Batch Quantity: 10 cy Method of Placement: chute Air: specified: Q.O� Measured: 2.0% Location of Sample: Column line 2E to D Slump Specified: 4.01' max Measured: 4.0" Total Location of Placement: Unit Weight: 152.57 lbs/cu./ft. Floor column line 1D to J, J-1 to 5, SJ to Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 80 degrees F Ambient Temp: 90 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic,hard) Ceml lbs./ctl./yd sand: 1660.0 lbs./cu./yd Types of Fracture Celn2 448.0 lbs./cu./yd water: 142.4 lbs./cu./yd a b C d e Cem 3 86.0 lbs./cu./yd Ad 1 MB 997 63.0 o�Jcu./yd Agg 1 1/2" 680.0 Ibs./cll./yd Ad2 oz/ctl./yd Agg 2 3/8" 124.0 lbs./cu./yd Ada o7lcll./yd !1 Agg 3 3/4" 1104.0 Ibskti./yd Ad4 o7J100 CWT ------- Cow Cow aria Gone=hd Shear Golumeu Sand Moisture: 6.3% Stone Moisture: n/a wit Sku COMPRESSIVE STRENGTH DATA Cylinder ID C 25 A C 25 B C 25 C C 25 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.94 29.84 29.74 29.90 Load (lbs. ) 93,339 Str so (psi) 3,300 Type of Fracture a Reviewed by.• Date.• �1,.7d1C"V The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofl~rski 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 he made. Sampling and testing were performed in general accordance with the following AS7M standards: C39,C31,C.94,C143,C172,C'.192,C:231,C617.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 cEoTECH,INC. Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placem nt Date: 6/10/00 Cylinder Set No. : C16 Time: 4:10 Truck No. : 152 Class Concrete: 3,000 psi Ticket No. : 196277 Total Quantity 460 cy Batch Time: 3:44 Batch Quantity: 10 cy Air: Specified: 0.0% M thod of Placement: chute Measured: 1..5% Location of Sample: Floor column line 21 to H Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 150.18 lbs/cu./ft. Floor column line 1-D to J, J1 to 5, 5I to plastic Wt. : Cylinder Wt. : X D, 5D to A. Concrete Temperature: degrees F : Cylind r Size: 6 x 12 inches Date Retrieved:Ambient Temp: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TI(MET INFORMATION(reduced to 1 cubic yard) Ceml lbs./ctl./yd Sand: 1668.0 lbs./cii./yd Types of Fracture Cem2 464.0 lbs./cu./yd Water: 139.2 lbs./ctl./yd a b c d e Cem 3 83.0 lbs./ctl./yd Ad I Rco 62.8 oz/ctl./yd t t Agg 1 1/2" 668.0 lbs./ctl./yd Ad2 oz/cii./yd 1 / Agg 2 3/8" 120.0 lbs./ctb./yd Ad3 oz/ctl./yd �\� �� Agg 3 3/4" 1104.0 lbs./ctl./yd AN oz/100 CWT a it Cow Cone aid Cone arA Shur C Ammom Sand Moisture: 6.6% Stone Moisture: n/1 Split Shag- COMPRESSIVE STRENGTH DATA Cylinder ID C 16 A C 16 B C 16 C C 16 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 w Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 §\Av%0 JOE j ' C1 .% Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.47 29.84 29.72 29.92 - 5120 Load (lbs. ) 103,220 138,520 150,580 not SS ,FNSE��►�� Stress (psi) 3,650 41900 5,330 tested IyALE�� Type of Fracture a a a �i��llll��lfl��lNIII}n Reviewed by: /J-?� Date: 71SIA v The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. (Ise 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 he►nade. Sampling and testing were performed in general accordance with the following ASTM standards: C39,C31,C:94,C143,C.172,C19ZC231,C617.and C1231. Eastern A Division of - Materials Testing ��Vl Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315- JAWORSKI GEOTECH, INC. " JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C17 Time: 5:00 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 4163 Total Quantity 460 cy Batch Time: Batch Quantity: 10 cy Method of Placement: chute Air: specified: 0.0$ Measured: 1.25 $ Location of Sample: Column line 3-J to H Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 152.27 lbs/cu./ft. Floor column line 1D to J, J-1 to 5, 5-J to Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F End Area: 28.27 sq in Date Retrieved: 6/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml Ibs./cu./yd sand: I680.0 lbs./cu Types of Fmcture./yd a b c d e Celn2 460.0 lbs./cu./yd water: 133.5 lbs./cu./yd Cem 3 531.0 lbs./cu./yd Ad 1 Rco 63.6 oz/cu./yd 1 Agg 1 735.0 lbs./cu./yd Ad2 oz/cll./yd X� Agg 2 786.0 lbs./cti./yd Ad3 ozJctl./yd ? \ A (� Agg 3 1896.0 Ibs./cii./yd AN oz/100 CWT Cow Crone aria Gone and Skcu Coleman Sand Moisture: n/1 Stone Moisture: n/a soil shay COMPRESSIVE STRENGTH DATA Cylinder ID C 17 A C 17 B C 17 C C 17 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 J. \\\\\\��pF coNN�c Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) -CO ; 9 Cyl.Weight(lbs. ) 29.88 29.74 29.94 29.96 _ �* 20 �[r Load (lbs. ) 101,340 125,960 129,090 not Stress (psi) 3,580 4,450 4,570 tested Type of Fracture a a a ON/A`II �1`\\\\ Reviewed by: xb)�� Date: 7�e310G The information stated on this report may not he reproduced except to its entirety without the express written consent ofEastern Materials Testing a division ofJaworski C.eotech,Inc. Use of the NVL4P designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were peiformed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C I 9Z('231,C 617.and C 1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of NVLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No.: 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores Subcontractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/10/00 Cylinder Set No. : C18 Time: 5:30 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 4166 Total Quantity 460 cy Batch Time: 4:47 Batch Quantity: 10 Cy Method of Placement: chute Air: Specified: 0.0$ Measured: 2.0$ Location of Sample: Column line 4J to H Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5-J to Unit Weight: 151.76 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 76 degrees F Cylinder Size: 6 a 12 inches Ambient Temp: 76 degrees FDate Retrieved: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Celnl lbs./ctl./yd sand: 1676.0 lbs./cu./yd Types of Fracture C=2 460.0 lbs./cu./yd water: 132.5 lbs./cu./yd a b C d e Cem 3 69.0 lbs.lieu./yd Ad 1 oz/cu./yd 1 1 Agg 1 702.0 lbs./cu./yd Ad2 Reo 64.6 o7lcu./yd Agg 2 Agg 7 82.0 lbs./cti lyd Ada ozlcu./yd / 11 Agg 3 1104.0 lbs./cu./yd Ado ozJ100 CWT Cam Cone aid Gone and Sheet Columeat Sand Moisture: 6.5% Stone Moisture: lt/a sdn shay COMPRESSIVE STRENGTH DATA Cylinder ID C 18 A C 18 B C 18 C C 18 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 G ON Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 CE Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) ��s� �'� G-'►= Cyl.Weight(lbs. ) 29.78 29.74 30.00 29.72 = � ?4 Load (lbs. ) 95,218 137,630 145,940 notes 5120 CEl:NSf� Stress (psi) 3,370 4,870 5,160 tested �''��i►► 1 Type of Fracture a a a Revi wed by: 4?3 Date: 7M/aG The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. (Ise 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 he made. Sampling and testing were perforiued in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C'192,('231,('b17,and('1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-d JAWORSKI GEOTECH, INC. Ra JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No.: 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placem nt Date: 6/10/00 Cylinder Set No. : C19 Time: 6:17 Truck No. : 160 Class Concrete: 3,000 psi Ticket No. : 4171 Total Quantity 460 cy Batch Time: 5:20 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 0.0$ Measured: 2.•25 % Location of Sample: Column line 4H to G Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 151.86 lbs/cu./ft. D, 5D to A Plastic Wt.: Cylinder Wt. : X Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 76 degrees F End Area: 28.27 sq in Date Retrieved: 6/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic,,aird) y 1677.0 lbs./cu./yd Types of Fracture Celnl lbs./ctl./ d Sand: Cem2 448.0 lbs./ctl./yd water: 133.0 lbs./cu./yd a b c d e Cem 3 82.0 lbs./ctl./yd Ad 1 Reo 64.0 ozkmifyd Agg 1 657.0 lbs./ctl./yd Ad2 ozlctl./yd / Agg 2 Agg 7 126.0 lbs./cu./yd Ada ozlctl./ d A / 1 y / � / � / � 11 Agg 3 1113.0 lbs./ctl./yd A& OZ/100 CWT Cone Coae grid Cone and Shear Columau Sand Moisture: 6.5% Stone Moisture: !l/'l sok Shear COMPRESSIVE IVE TREN TH DATA Cylinder ID C 19 A C 19 B C 19 C C 19 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 ��1�►�u��i��iuuiiiaii��,, �\\81 OF Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 ''� CE 'y; Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.80 29.80 29.88 29.98 0 15120 Load (lbs. ) 118,550 149,000 162,450 not Stress (psi) 4,190 5,270 5,750 tested ;/,,!ON�AL�� n�� Type of Fracture a a a Reviewed by: Date: 7/8/4C The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. (Ise of the NVLAP designation does not represent endorsement by the NIST or NV1AP.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 _ Xterials Laborag a ory Eastern Materials Testing Laboratory Laborato ~ a division of V 0.00� 00 e•0 vLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/10/00 Cylinder Set No. : C20 Time: 7:08 Truck No. : 155 Class Concrete: 3,000 psi Ticket No. : 4176 Total Quantity 460 cy Batch Time: 5:55 Batch Quantity: 10 cy Air: Specified: 0.0% Method of Placement: chute Measured: 1..75 % Location of Sample: Column line 3F to G Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 143.91 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 76 degrees F Cylinder Size: 6 a 12 inches Ambient Temp: 80 degrees FDate Retrieved: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml lbs./ctt./yd sand: 1664.0 Ibs./cu./yd Types of Fracture a b c d e Cem2 451.0 lbs./cti./yd water: 128.0 lbs./cu./yd Cem 3 79.0 Ibs./ctl./yd Ad l o�Jcu./yd t Agg 1 663.0 lbs./cti./yd Ad2 Rco 64.0 o7kti./yd •�� k ^ Agg 2 Agg 7 123.0 Ibs./cu./yd Ada orJctt./yd ? \ Agg 3 1101.0 lbs./cu./yd Ado o7J100 CWT IL Cow Owe and Cow aad Sheaf Columau Sand Moisture: 6.5% Stone Moisture: n/a SP61 Shea COMPRESSIVE STRENGTH DATA Cylinder ID C 20 A C 20 B C 20 ' C C 20 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 ��a 11�u�� Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 C011J�y Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) SI %,� �G Cyl.Weight(lbs. ) 28.24 28.06 28.26 28.12 a7}; Load (lbs. ) 77,222 97,888 95,811 not = = S120 Stress (psi) 2,730 3,460 3,390 tested '�, 61 ,',�`\\\�\�� Type of Fracture a a a Reviewed by: A': 3 Date: 7/9/6c� The information stated on this report may not he reproduced arcept in its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. (Ise of the NHAP designation does not represent endorsement by the NIST or NVL AP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards: C39,C:31,C94,C143,C172,C1921C231,('617,and C1231. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. ' JAWORSKI CONCRETE DATA SUMMARY cEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores Subcontractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/10/00 Cylinder Set No. : C21 Time: Truck No. : 174 Class Concrete: 31000 psi Ticket No. : 4182 Total Quantity 460 cy Batch Time: 6:38 Batch Quantity: 10 cy Air: Specified: 0.0$ Method of Placement: chute Measured: 1.25 % Location of Sample: Column line 2F to G Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Unit Weight: 151.05 lbs/cu./ft. Floor column line 1D to J, J-1 to 5, 5J to Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees FDate Retrieved: 6/12/00 End Area: 28.27 sg in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) Celnl lbs./ctl./yd sand: 1675.0 Ibs./cu./yd Types of Fracture a b c d e Cem2 449.0 lbs./ctl./yd water: 136.5 Ibs./ctl./yd Cem 3 800.0 lbs./cu./yd Ad 1 Rco 63.6 oz/cu./yd 1 1 Agg 1 660.0 lbs./ctl./yd Ad2 o7lctl./yd Agg 2 Agg 7 126.0 Ibs./ctl./yd Ad3 ozlcu./yd \ Agg 3 1101.0 lbs./ctl./yd A& or/100 CWT Coae Coae aid Cone avA Shur Colemear Sand Moisture: 6.5% Stone Moisture: tVa sdir Shor COMPRESSIVE STRENGTH DATA Cylinder ID C 21 A C 21 B C 21 C C 21 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 1111111111111///////// CON Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 Eii _ A� `\ Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) ��\\ Cyl.Weight(lbs. ) 29.64 29.69 29.70 29.69 _,♦; \- _ .15120 Load (lbs. ) 90,274 125,870 133,580 not Stress (psi) 3,190 4,450 4,720 tested /O N AI. Type of Fracture a a a Reviewed by: 146 i Date: ?1le/G G The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. Ilse of the Nl2AP designation doe v not represent endorsement by the NI ST or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and tasting were performed in general accordance with the following AS7M standards: C 39,C 31,C 94,C 143,C 172,C 192,C 231,('617.and C 1231. Eastern A Division of - Mat rials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/10/00 Cylinder Set No. : C22 Time: 8:57 Truck No. : 159 Class Concrete: 3,000 psi Ticket No. : 4191 Total Quantity 460 cy Batch Time: 8:22 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 0.0� Measured: 1,75 % Location of Sample: Column line 4F to E Slump Specified: 4.0" max Measured: not available Total Location of Placement: Unit Weight: 152.27 lbs/cu./ft. Floor column line 1D to J, J-1 to 5, 5J to Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: degrees F Cylinder Size: 6 a 12 inches Ambient Temp: 90 degrees FDate Retrieved: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) Ceml lbs./ctl./yd sand: 1671.0 lbslctl./yd Types of Fracture Celn2 449.0 lbs./ctl./yd water: 132.5 lbs./ctl./yd a b C d e Cem 3 81.0 lbs./cu./yd Ad 1 Rco 63.6 oz/cu./yd 1 1 Agg 1 837.0 lbs./ctl./yd Ad2 ozJctl./yd Agg 2 lbs./ctl./yd Ad3 o7Jctl./yd /\ n / 11 Agg 3 1044.0 Ibs./cu./yd AN ozJ100 CWT V� ` / ` ------- ' 11 l l Cam Coae aid Coae and Shur Columnar Sand Moisture: 6.5% Stone Moisture: 11/i1 soot spar COMPRESSIVE STRENGTH DATA Cylinder ID C 22 A C 22 B C 22 C C 22 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 `��IIIIJIIllllCll/Ol//��i��/// Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 0 E C� Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) \•s �.-G 9_a_ Cyl.Weight(lbs. ) 29.88 30.00 29.92 29.78 15120 Load (lbs. ) 95,712 123,290 129,620 not Stress (psi) 3,390 4,360 4,580 tested '% S, C,FNS'�O'�\��`� Type of Fracture a a a ONAII NII� Reviewed by:7.7� Date: The information stated on this report may,not be reproduced except in its entirely without the express written consent ofEastern Materials Testing a division ofJaworskl Geotech,Inc. Use of the MILfiP designation does not represent endorsement by the NI ST or NVLfiP.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:11,C 94,C:143,C 172,C 192,('231,('617,and C 1231. Eastern A Division of - )Materials Testing Laboratory Eastern Materials Testing Laboratory a dh4s%on of VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI MOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/10/00 Cylinder Set No. : C23 Time: 9:35 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 4195 Total Quantity 460 cy Batch Time: 8:47 Batch Quantity: 10 cy Air: Specified: 0.0$ M thod of Placement: chute Measured: 2.0% Location of Sample: Column line 2F to E Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 151.86 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees F End Area: 28.27 sq in Date Retrieved: 6/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to l cubic y ird) Celnl Ibs./ctl./yd sand: 1686.0 lbs./cu./yd Types of Fracture a b c d e Cem2 458.0 Ibs./ctl./yd water: 133.5 lbs./ctl./yd Cem 3 73.0 lbs./cu./yd Ad l Reo 63.6 o7kti./yd t Agg 1 675.0 lbs./ctl./yd Ad2 ozktl./yd ^ j Agg 2 Agg 7 114.0 Ibs./ctl./yd Ad3 ozktl./yd Agg 3 1098.0 Ibs./ctl./yd Ad4 o7i 100 CWT coae coae a�a coeK and Sku Columsat Sand Moisture: 6.5% Stone Moisture: n/a COMPRESSIVE STRENGTH DATA Cylinder ID C 23 A C 23 B ' C 23 C C 23 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 ��F CON Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 \��`\��'''10E1J.l, Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) ?co\s Cyl.Weight(lbs. ) 29.80 29.78 29.76 29.82 = = Load lbs. 68,818 107,970 120,620 not �;,�� /CENSI ```O`�\�\�� Stress (psi) 2,430 31820 4,270 tested p/NA' ,1111 P��\\\ Type of Fracture a a a Reviewed by: �(� Date: 718106 The information stated on this report may not be reproduced cxce pt in it v entirety,without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NVLAI'designation does not represent endorsement by the NISI or N17AP.Reports are relevant only to items tested,and no other attribution may be Hradec. Sampling and testing were performed in general accordance with the following ASTM standards: C39,C'.31,C:94,C143,C172,C19ZC231,C017.and Cl231. Eastern A Division of _ )Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315- JAWORSKI GEOTECH, INC. " JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac ment Date: 6/10/00 Cylinder Set No. : C24 Time: 11:04 Truck No. : 159 Class Concrete: 3,000 psi Ticket No. : 4202 Total Quantity 460 cy Batch Time: 9:51 Batch Quantity: 10 cy Air: Specified: 0.0% Method of Placement: chute Measured: 2.0$ Location of Sample: Column line 4E to D Slump Specified: 4.0" max Measured: 2.5" Total Location of Placement: Unit Weight: 150.54 lbs/cu./ft. Floor column line 1D to J, J-1 to 5, 5J to Plastic Wt. : Cylinder Wt. : X D, 5D to J Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees F End Area: 28.27 sq in Date Retrieved: 6/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic 3'ard) Celnl lbs./cu./yd sand: 1674.0 lbs./cu./yd Types of Fracture Cetn2 463.0 lbs./cu./yd water: 134.5 lbs./cu./yd a b C d e Cem 3 68.0 lbs./cu./yd Ad I Reo 64.0 o7Jctl./yd Agg 1 654.0 lbs./cu./yd Ad2 oz/ctl./yd X AI / j Agg 2 Agg 7 132.0 lbs./ctl./yd Ad3 o7Jcu./yd / II Agg 3 1098.0 lbs./ctl./yd A& o7J100 CWT.k Cow LONC aad Gant aad shot ColYalau Sand Moisture: 6.5% stone Moisture: n/a split Shut COMPRESSIVE STRENGTH DATA Cylinder ID C 24 A C 24 B C 24 C C 24 D Dat Cast 6/10/00 6/10/00 6/10/00 6/10/00 Date Tested 6/17/00 7/8/00 7/8/00 8/5/00 111 II ICO;N�iiii�ii Specimen Age I 7 days) ( 28 days) ( 28 days) ( 56 days) N J. ti _ Cyl.Weight(lbs. ) 29.54 29.54 29.82 29.52 CO Load (lbs: ) 96,998 119,040 127,250 not = -0 "a 5120 Stress (psi) 3,430 4,210 4,500 tested - _�� FS,,cENS. 10,,�a� Type of Fracture a a a % S ONiAL Reviewed by: X/J7 Date: 71461G6 The information stated on this report may not be reproduced except in its entirely►ithout the express written consent ofEastern Materials Testing a division ofJaworski Greotech,Inc. Use of the NH AP designation does not represent endorsement by the NISI or NIZAP.Reports are relevant only to items tested,and no other attribution may be made. Saniphng and teviing were performed in general accordance with the following ASTM standards: C39,C31,C94,C'143,Cl72,C'192,(.'231,('617,and('1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of WLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placem nt Date: 6/10/00 Cylinder Set No. : C25 • Time: 11:30 Truck No. : 144 Class Concrete: 3,000 psi Ticket No. : 196296 Total Quantity 460 cy Batch Time: 10:41 Batch Quantity: 10 cy Air: Specified: 0.0% Method of Placement: chute Measured: 2.-0% Location of Sample: Column line 2E to D Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Floor column line 1D to J, J-1 to 5, 5J to Unit Weight: 152.57 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X D, 5D to A Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees FDate Retrieved: 6/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) Fracture � Celnl lbs./ctl./yd Sand: 1660.0 lbs./ctt./yd a b Types of d e Celn2 448.0 lbs./ctl./yd Water: 142.4 lbs./cu./yd Cem 3 86.0 lbs./ctl./yd Ad I MB 997 63.0 ozlctl./yd / Agg 1 1/2" 680.0 lbs./ctl./yd Ad2 Wcu./yd i Agg 2 3/8" 124.0 lbs./cu./yd Ada oz/cu./yd Agg 3 3/4" 1104.0 lbs./ctl./yd AN oz/100 CWT Cope COW aiiQ CAM Wild SkAt ColYTasf Sand Moisture: 6.3% Stone Moisture: It/a Sda Shor COMPRESSIVE STRENGTH DATA Cylinder ID C 25 A C 25 B C 25 C C 25 D Date Cast 6/10/00 6/10/00 6/10/00 6/10/00 0y1�11C �iii� Date Tested 6/17/00 7/8/00 7/8/00 8/5/00C�C)% tiP• Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) p G� Cyl.Weight(lbs. ) 29.94 29.84 29.74 29.90 15120 �Q Load (lbs. ) 93,339 120,530 122,700 not /CENSfil(GO��`�� Stress (psi) 3,300 4,260 41,340 tested %�% ONIAL��tip\�� Type of Fracture a a a Reviewed by: /,J?11> Date: 7/t/0G The information stated on this report may not he reproduced arcept in its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. (Ise of the N111,4P designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing;were perforated in general accordance with the following ASTM standards: C39,C:31,C94,C143,C172,C192,C231,C617,and C1231. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory a dil'i loll of, o NVLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARYGEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C26 Time: 5:00 Truck No. : 152 Class Concrete: 3,000 psi Ticket No. : 196670 Total Quantity 420 cy Batch Time: 3:55 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0% Location of Sample: Floor column line H-5 to 6 Slump Specified: 4.0" max Measured: 4.01, Total Location of Placement: Floor column line J5 to 9, 9J to D, D5 to 5, Unit Weight: 150.94 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 60 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (mdticed to 1 ctibic ward) Cein I lbs./cu.Nd Sand: 1672.0 lbs./cti./Vd Types of Fracture Cen12 446.0 lbs./c ONA water: 1 31.2 lbs./cu./Yd a b c d e Cem 3 90.0 Ibs./cti.h•d Ad I MB 997 62.9 o/Jctilvd / I E Agg 1 1/2 672.0 lbs./cu./Nd Ad2 oilcu./NdAgg 2 3/8��14l20.0 Ibs./cti./%d Ad., o/Jctilvd Agg 3 3/4 1072.0 Ibs./ctt./N d Ad4 oiJ 100 CWT IV Cone Cone aid Coae aad Shin Golnfaaac Sand Moisture: 7.1IX, Stone Moisture: 11h Split Stoat COMPRESSIVE STRENGTH DATA Cylinder ID C 26 A C 26 B C 26 C C 26 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.62 29.56 29.64 29.54 Load (lbs. ) 65,456 Stress (psi) 2,320 Type of Fracture d Reviewed by. Date: The rnlortnatron staled on rho repor►rueO•nm he t ep►odnc•ecl etc vpi rn rt enNreh uvthn►N the e xpr<as►rt rtten(•onsent of'Easlern tilalertal.s Testing «drntsron oJacn�or.�kr(ieuterh,Irrc l%v of Nre\I%_11,dew"'Olot,r,u,luc•%not repr event endorwinew hY the MIST or.V17_4/'.Reports are relevant only to ►tents tested.and no other«tir•rhunon nrrO'he nre,cle samphlig c„rc/te% u•rre per fol In d in general accordance with the fidlowing ASTAI stand(rrds ('39,('31,('94,('143.('172.('192,('2.i1.('01-.c►n(l('l2,I Eastern A Division of - Materials _ Testing Laboratory Eastern Materials Testing Laboratory It(ltl'l."lon of ev��eo 0 VLAP 010315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C27 Time: 5:15 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 196625 Total Quantity 420 cy Batch Time: 4:38 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.75 % Location of Sample: Floor column line H-7 to 8 Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Floor column line J5 to 9, 9J to D, D5 to 9, Unit Weight: 149.62 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 66 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reducer! to I cubic 3-ard Ceml lbs./cu./*Yd sand: 1700.0 Ibs./cu./�Vd Types of Fracture Cen12 452.0 lbs./cti./vd Water: 123.2 lbs./cu./yd a b C d e Cem 3 91.0 lbs./cu./yd Ad I MB 997 02.9 orJcu./yd 1 t 1 Agg 1 1/2" 664.0 lbs./cu./vd Ad2 orJct0),d A j I Agg 2 3/8" 136.0 lbs./cu./vd Ada o/Jctilvd / 1 Agg 3 3/4" 1100.0 lbs./cu.6A Ado 0/11oo CWT Cam Coat aid Cam NW Sbas Columou Sand Moisture: 7.6(%o Stone Moisture: I1h Sd'a Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 27 A C 27 B C 27 C C 27 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.36 29.32 29.41 29.39 Load (lbs. ) 72,872 Stress (psi) 2,580 ( Type of Fracture a Revi wed by. Date&/ The information stated on this report may not he r rpro(!tic-e!eic(,17t III as entirety withont the ►rraten consent of Eastern A1ate pals Testing a drvrston of laivorskt(ieolech.Inc, 11se(?/the N 1 chw%nol reprewnt endor,c•rnent h),the N1.S7'or N1,1J1 P.Reports are relevant only to items tested,and no other attrrMttron may be in(ide. Samphin,(Intl crc•r•r perlor fined rn general accordance with the fo//owing ASTA4 standards: ('.)'9,('31,C9a,(.'1d3,('172,('192,('231.('G17,«rrcl('12_I Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory 0 dil'i.'loll of O NVLAP #10315-01 JAWORSKI GEOTECH, INC. •do a a JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C28 Time: 5:45 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 4210 Total Quantity 420 cy Batch Time: 5:05 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0o Location of Sample: Floor column line 7-G to H Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Unit Weight: 151.76 lbs/cu./ft. Floor column line J5 to 9, 9J to D, D5 to 9, Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 65 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic 3ard) Cem 1 Ibs./ciONA sand: 1677.0 Ibs./cn./*'d Types of FrwWm Celn2 452.0 lbs./cu./W water: 123.0 Ibs./cll./Vd a b C G e Cem 3 53.0 Ibs./cu./yd Ad I Reo 63.6 oilcu./yd / E/'d Agg 1 1/2" 657.0 Ibs./cll./Yd Ad2 /\Agg 2 3/R" 7R.3 Ibs./cu./yd Ada oilcu./yd Agg 3 3/4" 1896.0 IbsAtON_ A(14 oill00 CWT: Cone Cove&W Cam sad Shur Colrmau Sand Moisture: ►thI Stone Moisture: 11hi Split Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 28 A C 28 B C 28 C C 28 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.78 29.85 29.76 29.81 Load (lbs. ) 88, 198 Stress (psi) 3,120 Type of Fracture d Reviewed by: Date: / &/c' `/ The information stated on this report maj,not he reprodm ed ere ept ca if%entiret),without the express written consent ofF_astern Alateerials Testing a division ofJai+'oi-.skt(.ieoteech.Inc, Ilse o/the N1 7-11'cle%i.(.,iialtojt dov%nor reprewnt endorsement by the NlS7'or 1 7..1A Reports are relevant only to items tested,and no other attribution IntlY he nude. Sampling and iv%img wei e performed in general accordance with the following ASTM standards• ('39.('31.C9a.C'143.C172.('192,('231,('01-.andC12,1 Eastern A Division of - Materials _ Testing Laboratory Eastern Materials Testing Laboratory IM Q division of ° V 0o O CalaZ' p0 VLAP#10315-o JAWORSKI GEOTECH, INC. JAWO 'D p 00 KI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac ment Date: 6/16/00 Cylinder Set No. : C29 Time: 6:16 Truck No. : 128 Class Concrete: 3,000 psi Ticket No. : 196634 Total Quantity 420 cy Batch Time: 5:26 Batch Quantity: 10 cy M thod of Placement: chute Air: Specified: no air Measured: 2.0$ Location of Sample: Floor column line 6-F to G Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Unit Weight: 152.06 lbs/cu./ft. Floor column line J5 to 9, 9J to D, D5 to 9, Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 76 degrees F Ambient Temp: 68 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 6/20/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic,yard) Ceml 461.0 lbs./cu./yd sand: 1672.0 lbs./cu./yd Types of Fracture Celn2 New Cem 81.0 lbs./cu./yd water: 139.2 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Ad I NO 997 62.9 ozlcu./yd 1 1 Agg 1 1/2" 668.0 lbs./cu./yd Ad2 oz/cu./yd I •/ Agg 2 3/8" 125.0 lbs./cu./yd Ad3 ozlcu./yd , A , li Agg 3 3/4" 1100.0 lbs./cu./yd AN ozJ100 CWT. COW Cone acid Cone&W She" C AMMO if Sand Moisture: 6.6% Stone Moisture: n/a wit Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 29 A C 29 B C 29 C C 29 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.W ight(lbs. ) 29.84 29.80 29.90 29.81 Load (lbs. ) 73,861 Str ss (psi) 2,610 Type of Fracture a Revi w d by: Date: (v/Z•� d 0 The information stated o this report ma not be reproduced except in its entirely wi out the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. (Ise of the NVL P designation does not represent endorsement by the NIST or NYIAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTV 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 VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C30 Time: 7:10 Truck No. : 148 Class Concrete: 3,000 psi Ticket No. : 4224 Total Quantity 420 cy Batch Time: 6:1-1 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.25 % Location of Sample: Floor column line 8-F to G Slump Specified: 4.0" max Measured: 2.5" Total Location of Placement: Unit Weight: 150.33 lbs/cu./ft. Floor column line J5 to 9, 9J to D, D5 to 9, Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 78 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic rd) Cem 1 lbs./cu./W sand: 1701.0 lbs./cu./vd Types of Fracture Celn2 452.0 lbs./cu./W water: 129.5 Ibs./cu./yd a b c d e Cem 3 79.0 Ibs./cu./%d Ad l Reo 63.6 o/Jcu./vd Agg 1 666.0 Ibs./cu.Nd Ad2 oilcu./vd �� l n I( Agg 2 123.0 Ibs./cu./\d Ad oiJcu./�d / 11 Agg 3 1090.0 Ibs./cu./-d Add o/J100 CWT. Cone Croce aW C'Aw aad Sbac COtameaf Sand Moisture: 7.I'o Stone Moisture: 11hl SKI, Shay COMPRESSIVE STRENGTH DATA Cylinder ID C 30 A C 30 B C 30 C C 30 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.50 29.52 29.48 29.54 Load (lbs. ) 90,867 Stress (psi) 3,210 Type of Fracture a Reviewed by. Date: (9/e76/6k, The information stated on this report may not he rc•hrc,c/►crrd v%cvpt rn rl%entrrelj'withc»u the evpress written consent of'Eastern kfaterrals Testing a division ofJaworskr(ieotech,Inc. 11 ve o/the NI 7_I1'de%ignatron c oev not repr ewnl endorvement by the N1S7'or•NVL.A1'.Report.%are relevant only to items tested.and no other ourrhution nray he oracle Samphrw caul te%filw ware perfori -d in general accordance with the f6flowrng ASYA4'standards: ("39.('31.('94.('1•tj,('17?.('Ic)�.l'?+l.('lc!-.tint!('1?:1 Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a dil'imon of NVLAP #10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C31 Time: 8:05 Truck No. : 108 Class Concrete: 3,000 psi Ticket No. : 92301 Total Quantity 420 cy Batch Time: 7:30 Batch Quantity: 10 cy Method of Placement: chute Air: specified: no air Measured: 2.0% Location of Sample: Floor column line 7-E to F Slump Specified: 4.0" max Measured: 5.0" Total Location of Placement: Unit Weight: 148.19 lbs/cu./ft. Floor column line J5 to 9, 9J to D, D5 to 9, Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 78 degrees F Ambient Temp: 78 degrees F Cylinder Size: 6 N 12 inches Date Retrieved: 6/20/00 r� End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic 3-.tt•!l) Celli lbs./cu./yd sand: 1614.0 Ibs./cu./yd Types of Fmctvre Ce1112 Ibs./cu./vd water: 197.0 Ibs./cu./yd a b C d e Celli 3 541.0 Ibs./cu./W Ad l D55 36.8 orlcti./yd Agg 1 1102.0 Ibs./ClIA-d Ad2 o-rJcu./vd • � I1 Agg 2 666.0 Ibs./cu./y d�d A oiJcu./vd A� � � � / � 1 Agg 3 146.0 Ibs./cu./vd Ado oiJl()O CWT: CAM Cone aib Cone AW Sk&C COlUm"i( Sand Moisture: 3.0% Stone Moisture: 11hi Sofa Shcu COMPRESSIVE STRENGTH DATA Cylinder ID C 31 A C 31 B C 31 C C 31 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.08 28.97 29.10 29.04 Load (lbs. ) 67,730 Stress (psi) 2,400 Type of Fracture a Reviewed by: Date: ��lrleld The information stated on this report pray not he reproduced c.rc c pi in it.%entirell without they egress written consent ofEastern Materials Testing a division ofJaworski Geoieeh.Inc 11%e of 1he N17AI'de%ignauun dues not rep event endurwirrent by the NlS7'or N1,7 4P.Reports are relevant only to items tested,and no other attribution nui1,be inude. Sai►iphniZ and tc'rtinf;were perfo•ined in general accordance with the following•ASTA1 standards: ('39.('31,('94,C143,C172.C192.C231.('()17,cinc!('I??l A Division of Eastern - Materials Testing Laboratory Eastern Materials Testing Laboratory a(11111.Vio/7 Of o NVLAP #10315-o JAWORSKI GEOTECH, INC. '00000�`a`o�a JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C32 Time: 9:00 Truck No. : 155 Class Concrete: 3,000 psi Ticket No. : 4238 Total Quantity 420 cy Batch Time: 8:10 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 2.0% Location of Sample: Floor column line 8-E to F Slump Specified: 4.01, max Measured: 3.0,, Total Location of Placement: Unit Weight: 152.47 lbs/cu./ft. Floor column line J5 to 9, 9J to D, D5 to 9, plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 74 degrees F Ambient Temp: 76 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 6/20/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cultic yard) Cetnl lbs./cti.h-d Sand: 1680.0 Ibs./cti./yd Types of Fracture Cetn2 449.0 lbs./ct1./\-d water: 128.5 Ibs./cti./yd a b c d e Ceni 3 92.0 Ibs./co./N d Ad I Reo 64.0 oilcu./�Vd � 1 L Agg 1 672.0 Ibs./cti./�d Ad2 orJctt.h�dAgg 2 114.0 Ibs./ct1.Nd Ad; o/Jcti.%yd /�� 11 Agg 3 1101.0 Ibs./cu./N-d Ado ozJ 100 CWT; Cow coae aid Cone SW shaf eol"Mos• Sand Moisture: 6.71% Stone Moisture: it/i) SA shay COMPRESSIVE STRENGTH DATA Cylinder ID C 32 A C 32 B C 32 C C 32 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date T sted 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.92 29.88 29.94 29.95 Load (lbs. ) 81,771 Stress (psi) 2,890 Type of Fracture a Reviewed by. Date: ee'lva The information stated on this report ma),not/)e reprochrc ec/c•�c c-p1,n,►%(•nitre►),without they express written consent of-Eastern Materials Testing a d,►nsion of lam,orsk,(;eolech.lnc•, ll%e of the NI'!_II'dew,not,on clov%nut,epresent endorsement by the NISI or NVL4P.Reports are relevant only to items tested,and no other attribution may he etude. Suutpling and tc.�ttn,�were performed in general acew-dance►ith the following ASTM standards: ('39,C31,C9a.C143,('172.C/92.('231.('01-.mid C/?31 Eastern A Division of F=m ]Materials Testing Laboratory Eastern Materials Testing Laboratory n division of ° ae o o_a000eo a VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI CEOTECH,INC. CONCRETE, DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C33 Time: 9:30 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 4244 Total Quantity 420 cy Batch Time: 8:51 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.5% Location of Sample: Floor column line 8-D to E Slump Specified: 4.0" max Measured: 3.0,, Total Location of Placement: Floor column line J5 to 9 9J to D D5 to 9, Unit Weight: 151.05 lbs/cu./ft. ' ' Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 78 degrees F Cylinder Size: 6 a 12 inches Ambient Temp: 80 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic y Ord) Ceml lbs./cti./yd Sand: 1680.0 lbs./cu./yd Type:of Fracture Celn2 452.0 lbs./cu./yd water: 130.0 lbs./cu./yd a b C d e Cetn 3 79.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd N 1 Agg 1 663.0 lbs./cu./yd Ad2 oz/ctl./yd D Agg 2 126.0 lbs./cu./yd Ada ozlcu./yd 11 Agg 3 1101.0 lbs./ctl./yd A& oz/100 C WT Cone Cone acid Ceue avA Shac Columou Sand Moisture: 6.7% Stone Moisture: il/a sofa Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 33 A C 33 B C 33 C C 33 D Dat Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.64 29.70 29.67 29.60 Load (lbs. ) 85,528 Stress (psi) 3,020 b Type of Fracture a Reviewed b Date:G-.'>// The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Use of the N1ZAP designation does not represent endorsement by the NISI or NK AP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards: C39,C:31,C:94,C:143.C172,C192.C231,('617,and C1231. Eastern A Division of — Materials Testing Laboratory Eastern Materials Testing Laboratory a(ht't.cion of oe o o ao�o vo a VLAP #10315-o JANVORSKI GEOTECH, INC. dAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C34 Time: 10: 15 Truck No. : 163 Class Concrete: 3,000 psi Ticket No. : 4251 Total Quantity 420 cy Batch Time: 9:32 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: rio air Measured: 2.0% Location of Sample: Floor column line 6-D to E Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Floor column line J5 to 9, 9J to D, D5 to 9, Unit weight: 151.96 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 82 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (retlucetl to 1 cubic a•:trd) CeinI lbs./cti./yd Sand: 1674.0 Ibs./cu./*Vd Types of Fracture Cem2 M.0 Ibs./cu.hd Water: 129.0 Ibs./cti./yd a b C d e Ceti 3 95.0 Ibs./ciONA Ad I Reo 63.6 o/Jcti./vd NE 1 f Agg 1 660.0 Ibs./ciONA Ad2 orJctt./vd / I Agg 2 123.0 Ibs./cti A-d Ad; o/Jcti./},d / 1 Agg 3 1104.0 Ibs./cu./N d A(14 orJ WO C WT Cope Coae aid Cone&VA Shen Cotumwat Sand Moisture: 6.7% Stone Moisture: it/:t SA Shea COMPRESSIVE STRENGTI-1 DATA Cylinder ID C 34 A C 34 B C 34 C C 34 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.82 29.76 29.82 29.75 Load (lbs. ) 82,067 Stress (psi) 21900 Type of Fracture a Reviewed by —7-Y--1 Date:&le-G/v 0' The information slated on tht.%report»tu)•not he reproduc ed rrc rpt in tt%entilett•withotel the ek-press wrrllen consent ofliasternMaterialr Testing a division of'.laworskt(ieoteech.lnc• 11 w,of the A*J l-II'deut»ution doev not reps vent e•ndorwinent by the NlS'or NII AI' Reports are relevant only to ttents tested and no other uurrhtetron»tut hr»tuc% Samplo{t,crld ►c e•re•per/ol ined to general accordance%vilh the Jollowtng AST"standards: (`39.('31,C94.('143.C172.C192,C231.t'617.c1j1clt'l1;1 A Division of Eastern . .- Materials Testin Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-o JAWORSKI GEOTECH, INC. °° ° JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C26 Time: 5:00 Truck No. : 152 Class Concrete: 3,000 psi Ticket No. : 196670 Total Quantity 420 cy Batch Time: 3:55 Batch Quantity: 10 cy M thod of Placement: chute Air: Specified: no air Measured: 2.0% Location of Sample: Floor column line H-5 to 6 Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Unit Weight: 150.94 lbs/cu./ft. Floor column line J5 to 9, 9J to D, D5 to 5, Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 60 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic,yai-d) Ce1111 lbs./cu./yd Sand: 1672.0 lbs./ctl./yd Types of Fracture Cein2 446.0 lbs./cti./yd Water: 131.2 lbs./cu./�,d a b C d e Cem 3 80.0 lbs./cu./yd Ad l MB 997 62.9 o-rJcu./yd Agg 1 1/2" 672.0 lbs./cu./yd Ad2 odctl./yd LA Agg 2 3/8" 120.0 lbs./cu./yd Ada ozktl./yd Agg 3 3/4" 1072.0 lbs./cu./yd AN o-rJ100 CWT, Cone Cone aid Cope avA Shur Coturneat Sand Moisture: 7.1% Stone Moisture: 11/1 Split Ste: COMPRESSIVE STRENGTH DATA Cylinder ID C 26 A C 26 B C 26 C C 26 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 a co Date Tested 6 23 00 7 14 00 7 14 00 8 11 0001 �� "y�� Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) �`�` R' 9� OtT Cyl.Weight(lbs. ) 29.62 29.56 29.64 29.54 � -t� .17560 Load (lbs. ) 65,456 106,290 123,200 not _90 � �•`l[i Stress (psi) 21320 3,760 4,360 tested !ma `s i S'G'v►`\�� \\\ Type of Fracture d a a Reviewed by* Date: -7 1' 71ICr, The information stated on this report pray not be reproduced except in its wnnrety without the express written consent of Eastern Materials Testing a division ofJaworski Ueotech,Inc. Use of the NI ZAI'designation does not represent endorsement by the NIST or N1LIP.Reports are relevant only to items tested and no other aurihiiuon may be made. Sampling and testinif were peifnrmed in general accordance with the following ASTM standards: C 39,('31,C 94,C'143,C 172,C'19 2.('231,('617.and C l 231. A Division of Eastern - katerials Testing Eastern Materials Testis Laboratory Laboratory g n division of VLAP#10315-o JAWORSKI GEOTECH, INC. a �oeeo JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C27 Time: 5:15 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 196625 Total Quantity 420 cy Batch Time: 4:38 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.75 % Location of Sample: Floor column line H-7 to 8 Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Floor column line J5 to 9, 9J to D, D5 to 9, Unit Weight: 149.62 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 66 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION ft(luced to l cubic y:trd) Ceiul lbs./ctt./yd sand: 1700.0 lbs./cu./yd Types of Fracture Cein2 452.0 lbs./cu./yd water: 123.2 lbs./cu./yd a b C d e Cem 3 81.0 lbs./cu./yd Ad I MB 997 62.8 o7Jcu./yd Agg 1 1/2" 66.1.0 lbs./cu./yd Ad2 o7Jcu./yd I LA Agg 2 3/8" 136.0 lbs./cuJ),d Ad3 o7Jcu./yd / Agg 3 3/4" 1100.0 lbs./cm/yd AN o7J100 CWT. GoM Gomane Cam MW Stiuf Cdamaar Sand Moisture: 7.6% Stone Moisture: n/a Spot Shut COMPRESSIVE STRENGTH DATA Cylinder ID C 27 A C 27 B C 27 C C 27 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00OC, _ Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) �;��Q' Cyl.Weight(lbs. ) 29.36 29.32 29.41 29.39 -Q C Load (lbs. ) 72,872 129,720 121,910 not0 ��`��\ �•� EN fit��0 Stress (psi) 2,580 4,590 4,310 tested '%,, NA ��`�� Type of Fracture a a a Reviewed by: Date: 7/ 7�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 ofJaworski Oeotech.Inc. Use of the NV1-4P designation does not represent endorsement by the NI U or NVLAP.Reports are relevant only to items tested,and no other attribution may be incide. Sampling and testing were perfornned to general accordance with the following ASTM standards: C:39,C 31,C 94,C 143,C 172.t'192,C 231,('6l 7,and t'l 231. A Division of Eastern - kaleriats Testing Laboratory Eastern Materials Testing Laboratory n di►,ision of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI MOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C28 Time: 5:45 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 4210 Total Quantity 420 cy Batch Time: 5:05 Batch Quantity: 10 cy Air: Specified: no air M thod of Placement: chute Measured: 2.0$ Location of Sample: Floor column line 7-G to H Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Floor column line J5 to 9, 9J to D, D5 to 9, Unit Weight: 151.76 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 72 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 65 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic y.-wd) CeinI lbs./cti./yd sand: 1677.0 lbs./cti./yd Types of Fracture Cen12 452.0 lbs./cti./yd water: 123.0 lbs./cti./yd a b C d e Cein 3 53.0 lbs./cu./yd Ad 1 Reo 63.6 ozkii./yd Agg 1 1/2" 657.0 lbs./cti./yd Ad2 ozlcti./yd X Agg 2 3/8" 78.3 lbs./cu./yd Ad3 o&u./yd \ uA Agg 3 3/4" 1896.0 lbs./cti./yd AN oz1100 CWT Cone Caw OW Cone and Shut Column&( Sand Moisture: n/a Stone Moisture: n/a Sdn Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 28 A C 28 B C 28 C C 28 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 ;;`M�'',UNliiii ��% Date Tested 6 23 00 7 14 00 7 14 00 8 11 00 �` U,►�' �Cj;'�% / / / / / / / / JAti, -;i Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days)` Cyl.Weight(lbs. ) 29.78 29.85 29.76 29.81 No. 7 Load (lbs. ) 88,198 139,410 134,760 notes �Q .��k1�� Stress (psi) 3,120 4,930 4,770 tested %r_ 11'"'1 "��►�►��\1 Type of Fracture d a a �i",ON lJfl flilill� Reviewed by t ---n-� Date: `;�/! 7/Uv The information stated on this report nuiy not be reproduced e•.rc•ept in its entirely,without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. Ilse of'the N17:11'designation does not represent endorsement by the NIST or N17,4P.Reports are relevant only to items tested and no other attribution may he made. Sampling and tasting were perlbrined in general accordance with the following A STM standards: C39,C31,C94,C143,C172,C'192,('231.('617.andC123/. A Division of Eastern Haterials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-o JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C29 Time: 6:16 Truck No. : 128 Class Concrete: 3,000 psi Ticket No. : 196634 Total Quantity 420 cy Batch Time: 5:26 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0% Location of Sample: Floor column line 6-F to G Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Floor column line J5 to 9, 9J to D, D5 to 91 Unit Weight: 152.06 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 76 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 68 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) Ceinl 461.0 lbs./cti./yd Sand: 1672.0 lbs./cu./yd Types of Fracture Cem2 New Cem 81.0 lbs./cti./yd Water: 139.2 lbs./ctt./yd a b C d e Cein 3 Ibs./cu./yd Ad I MB 997 62.9 orlcu./yd 1 Agg 1 1/2" 668.0 Ibs./ctilyd Ad2 ozJctt./yd 1 LA 11 Agg 2 3/8" 125.0 Ibs./cti./yd Ad3 orJctt./yd ; Agg 3 3/4" 1100.0 Ibs./cti./yd Ad4 071100 CWT Cone Cam a'd CO" Sand Moisture: 6.6% Stone Moisture: 11/a Spl'u Shanca Cdumau r COMPRESSIVE STRENGTH DATA Cylinder ID C 29 A C 29 B C 29 C C 29 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 �� COA Nfi , w _ Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) 28 days) 56 days) P 9 Y ) Y ) ( Y ) � Y ) Cyl.Weight(lbs. ) 29.84 29.80 29.90 29.81 17 Load (lbs. ) 73,861 123,390 105,890 not �� +� Stress (psi) 2,610 4,360 3,750 tested ��i�iii iltlAj ►IIINII�111` Type of Fracture a a a Reviewed by''��r,� Date: ? // 7/Q,,/ The information stated on this report muy not he reps oduced erce pt in it s entirely without they express written consent off astern Materials Testing a division ofJaworskl Geotech,Inc. Use of the Nl 7_41'designation does not represent endorsentent by the NIST or NVLAP.Reports are relevant only to items tested and no other attribution may he made. .Sampling and testing were peiforined to general accordance with the following ASTM standards: C39,C'31,C'94,C'143,C172,C'192,('231,CO/7.and('12.31. A Division of Eastern F MaterialsLabo' ory Eastern Materials Testing Laboratory a dii,t ton of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj et: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores Subcontractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C30 Time: 7:10 Truck No. : 148 Class Concrete: 3,000 psi Ticket No. : 4224 Total Quantity 420 cy Batch Time: 6:11 Batch Quantity: 10 cy Method of Placement: chute Air: specified: no air Measured: 1.25 % Location of Sample: Floor column line 8-F to G Slump Specified: 4.0" max Measured: 2.5" Total Location of Placement: Unit Weight: 150.33 lbs/cu./ft. Floor column line J5 to 9, 9J to D, D5 to 9, Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 78 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 78 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) CetnI lbs./cu./yd sand: 1701.0 Ibs./cti./yd Types of Fracture Cem2 452.0 Ibs./cu./)*d Water: 129.5 lbs./cii./yd a b C d e Cem 3 79.0 Ibs./cu./yd Ad I Reo 63.6 o7Jcu./yd Agg 1 666.0 lbs./cti./�'d Ad2 orJcu./yd \ LA Agg 2 123.0 lbs./cu./yd Ada o7Jcu./yd Agg 3 1090.0 Ibs./cu./yd Ado 07J100 CWT. Coca Coat aria Cope avA Shur Column" Sand Moisture: 7.1% Stone Moisture: n/a split shin COMPRESSIVE STRENGTH DATA Cylinder ID C 30 A C 30 B C 30 C C 30 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 \\\� � � cc,CODN Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 -� JAM'4q�",'-��G�_ `C-1` Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) _ :=_� Cyl.Weight(lbs. ) 29.50 29.52 29.48 29.54 - 1 128 040 not 0 Load (lbs. ) 90,867 123,890 Stress (psi) 3,210 4,380 4,530 tested CR k- 1'\\\\ Type of Fracture a a a Reviewed by- Date: '7l 7 6u The information stated on this rel)or►may not be reprodu end ea-cept in if entirely►rtthotrt the express written consent offasternAlatenals Testing a division ofJaworskt Geotech,Inc. Use ofthe NI7:II'desrgnanon 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 peiJorined in general accordance with the following ASTM standards: C39,C31,C94,C143,C'172,C192,C231,('617.and C1231. A Division of Eastern - Materials Testing Laboratory Eastern Materials Testing Laboratory t7 dll,l.tit()t?of VLAP#10315-0 JAWORSKI GEOTECH, INC. ` JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C31 Time: 8:05 Truck No. : 108 Class Concrete: 3,000 psi Ticket No. : 92301 Total Quantity 420 cy Batch Time: 7:30 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0% Location of Sample: Floor column line 7-E to F Slump Specified: 4.0" max Measured: 5.01' Total Location of Placement: Floor column line J5 to 9, 9J to D, D5 to 9, Unit Weight: 148.19 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 78 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 78 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic y;trd) Cein 1 lbs./cti./yd sand: 1614.0 lbs./culyd Types of Fracture Cein2 lbs./cu./yd Water: 197.0 Ibs./cu./yd a b C d e Cem 3 541.0 Ibs./cu./yd Ad l D55 36.9 o-r,Icu./yd 1 1 Agg 1 1102.0 Ibs./cu./yd Ad2 ozkti./yd 'X LAi Agg 2 666.0 lbs./cu./yd Ad3 o-r./cu./yd 1 Agg 3 146.0 Ibs./ctt./yd Ado OZ/100 CWT Coae COM aid Cone and skaf Columaar Sand Moisture: 3.0% Stone Moisture: n/a son stsir, COMPRESSIVE STRENGTH DATA Cylinder ID C 31 A C 31 B C 31 C C 31 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 �,,��►��.,,,,C'�.%, p g ( 7 days) ( 28 days) ( 28 days) ( 56 days) �A��9s�G�= Specimen Age Cyl.Weight(lbs. ) 29.08 28.97 29.10 29.04 =, Load (lbs. ) 67,730 106,980 101,640 not `�; No. Stress (psi) 2,400 3,780 3,590 tested ��,,,, t�►'4�, ��'�� Type of Fracture a a a �� 11H1► �N 'Reviewed by. Date: -Vt l/a The information stated on this report may not he reproduced ercept in Ns entirely without the express written consent of Eastern Materials Testing a division ofJaworskt Geotech,Inc. Use of the NVI A!'designation does not repre.+ent endorsement by the NI ST or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and te.%ting►vere pe►fin•►ned in general accordance with the following AST"standards: ('39,('31,C94,C143,C'172,C192.('231.CO/7.and CI231 A Division of Eastern .- Materials � Testing Eastern Materials Testing Laboratory Laboratory a-r' division of VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEO'MCH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C32 Time: 9:00 Truck No. : 155 Class Concrete: 31000 psi Ticket No. : 4238 Total Quantity 420 cy Batch Time: 8:10 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0% Location of Sample: Floor column line 8-E to F Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Floor column line J5 to 9, 9J to D, D5 to 9, Unit Weight: 152.47 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 74 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 76 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (!educed to 1 cubic yard) Ceinl lbs./cu./yd Sand: 1680.0 lbs./cu./yd Types of Fracture Cen12 448.0 Ibs./cti./yd water: 128.5 lbs./cu./yd a b c d e Cem 3 92.0 lbs./cu./yd Ad 1 Rco 64.0 o7Jcu./yd Agg 1 672.0 Ibs./cu./yd Ad2 o&tl./yd Agg 2 114.0 lbs./cu./yd Ad3 ozJcti./yd A Agg 3 1101.0 Ibs./cu./yd Ado ozJ10U CWT Gone Cone aid CAM arA shas Cotuieaar Sand Moisture: 6.7% Stone Moisture: n/a split Shut COMPRESSIVE STRENGTH DATA Cylinder ID C 32 A C 32 B C 32 C C 32 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 �,�� O ►�tt��,NFC�%� JA Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) ?.%=J► Cyl.Weight(lbs. ) 29.92 29.88 29.94 29.95 = NO. Load lbs. 81,771 128,630 122,010 not =�Q_ \� \� Stress (psi) 2,890 4,550 4,320 tested % `S;�. t ��►'`_;f�+� `�\ < NA Type of Fracture a a a "r Reviewed bye Date-.--? / 7/CJ0 The information stated on this report may not he reproduced except to its entirety,without the express written consent of Eastern Materials Testing a division ofJaworsh-i Geotech.Inc. Use of the NG7-4P designation does not represent endorsement by the NISI or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were peiforined to general accordance with the following ASTM standards: C39,C31,C94,C143,C172,C192.C231,C617.and C1231. A Division of Eastern Materials Testing laboratory Eastern Materials Testing Laboratory � a dii,ision of NVIAP#10315-0 JAWORSKI GEOTECH, INC. ' JAWORSKI CEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C33 Time: 9:30 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 4244 Total Quantity 420 cy Batch Time: 8:51 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.5% Location of Sample: Floor column line 8-D to E Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Floor column line J5 to 9, 9J to D, D5 to 9, Unit Weight: 151.05 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 78 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 80 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic ird). Ceml lbs./ctl./yd Sand: 1690.0 lbs./ctl./yd Types of Fracture Cen12 452.0 lbs./ctl./yd water: 130.0 lbs./cu./yd a b c d e Celn 3 79.0 Ibs./ctl./yd Ad I Reo 64.0 o-rlctl./yd Agg 1 663.0 lbs./ctl./yd Ad2 ozJctl./yd CWT.. ^ j Agg 2 126.0 lbs./ctl./yd Ada o/Jctl./yd \� � Agg 3 1101.0 lbs./ctl./yd Ad4 orJ 100 CWT.. Coae Coat acid Coat aad Shut Colutnaar Sand Moisture: 6.7% Stone Moisture: n/a sout Shar COMPRESSIVE STRENGTH DATA Cylinder ID C 33 A C 33 B C 33 C C 33 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 �allll GONIy Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) ��Q, Cyl.Weight(lbs. ) 29.64 29.70 29.67 29.60 'i(� z Load (lbs. ) 85,528 132,200 125,170 not 3-Q 17560 `\ Stress (psi) 3,020 4,680 4,430 tested i �1 Type of Fracture a a a �iap�r��I01 Reviewed by. Date: / 71" The information stated on this report►nay not he reproduced except in ib entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. (Ise of the N11AP designation does not represent endorsement by the NI ST or NVLAP.Reports are relevant only to items tested,and no other attribution may be inade. Somphng and leviing were pc-rlormed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 172,C 192.C 231,('617.and C/231. A Division of Eastern Materials Lasting Laboratory Eastern Materials Testing Laboratory � a(11 Ntsion o,f VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/16/00 Cylinder Set No. : C34 Time: 10:15 Truck No. : 163 Class Concrete: 3,000 psi Ticket No. : 4251 Total Quantity 420 cy Batch Time: 9:32 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0% Location of Sample: Floor column line 6-D to E Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Floor column line J5 to 9, 9J to D, DS to 9, Unit Weight: 151.96 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5D to J Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 82 degrees F End Area: 28.27 sq in Date Retrieved: 6/20/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic,y ird) Ceinl lbs./cu./yd sand: 167=4.0 lbs.lieu./yd Types of Fracture Cem2 450.0 lbs./cti./yd water: 128.0 lbs./cu./yd a b C d e Cein 3 85.0 lbs./cu./yd Ad I Reo 63.6 o�Jcu./yd t Agg 1 660.0 lbs./cu./yd Ad2 oiled./yd I LA Agg 2 123.0 lbs.lieu./yd Ada ozJcu./yd ik Agg 3 1104.0 lbs./cu./yd Ad4 ozJ100 CWT, Cone Cone aid Cope aaA Shur Coluen"m Sand Moisture: 6.70/c, Stone Moisture: n/a Sol;t Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 34 A C 34 B C 34 C C 34 D Date Cast 6/16/00 6/16/00 6/16/00 6/16/00 Date Tested 6/23/00 7/14/00 7/14/00 8/11/00 Specimen Age ( 7 da s ( 28 da s 28 da s 56 da s `'?��`,`l JA�O,p=� Cyl.Weight(lbs. ) 29.82 29.76 29.82 29.75 Load (lbs. ) 82,067 137,830 130,120 not 7 Stress (psi) 2,900 4,870 4,600 tested �� CAL' ��,�►t�� Type of Fracture a a a YP ` ��iir+im ►�� Reviewed byi Date: —7/ The information stated on this report may not be reproduced except in it s entirety without the express written consent of Eastern Materials Testing a division ofJaworski(ieotech,Inc. (Ise of the NVUP desiRnatron does not represent endorsement by the NIST or N11-4P.Reports are relevant only to items tested,and no other attribution may be made. Sampling and to%tine,were per formed in general accordance with the following A.STM standards: C.39,C31,C'.94,C'.143,C172.('192,('231,('617.and('1231. A Division of Eastern Materials Testing Laboratory Eastern Materials Testing=FM Laboratory n division of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOWCH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C35 Time: 5:10 Truck No. : 163 Class Concrete: 3,000 psi Ticket No. : 196689 Total Quantity 290 cy Batch Time: 4:08 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 2.0% Location of Sample: Floor column line 10J to H Slump Specified: 4.0" max Measured: 2.5" Total Location of Placement: Unit Weight: 153.29 lbs/cu./ft. Floor J-9 to 13, 13J to D, D-13 to 9, 9D to plastic Wt.: Cylinder Wt. : X J. Concrete Temperature: 76 degrees F Ambient Temp: 72 degrees F Cylinder Size: 6 a 12 inches Date Retrieved: 6/22/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) CelnI Ibslcu./yd sand: 1660.0 lbs./cu./yd Types of Fracture C=2 449.0 lbs./ctl./yd Water: 143.2 lbs./ctl./yd a b C d e Celn 3 79.0 lbs./cu./yd Ad 1 M/B 997 62.9 ov*u./yd Agg 1 1/2" 716.0 lbs./cu./yd Ad2 ozJcll./yd I j Agg 2 3/8" 132.0 lbs./cu./yd Ada ozku./yd ; / Agg 3 3/4" 1092.0 lbs./cu./yd AN ozJ100 CWT; Coot Cow aid C_4m avA Shut Cotumaat Sand Moisture: n/a Stone Moisture: 11/a SlAit Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 35 A C 35 B C 35 C C 35 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 CQ/vN�%i�� Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 @- W AWI0 �;�� `'` � ��' 9c!-=0% Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 30.08 29.64 30.04 29.46 ` Load (lbs. ) 76,827 129,720 130,220 not ;��1�� Stress (psi) 21720 41590 41610 tested '�i0 ALE��\N�� /!I Type of Fracture a a a Reviewed bye Date: '�� 7/�o J The information stated on this report may not he reproduced except in is entirety without the express wrilten consent off astern Materials Testing a division ofJoworski Geotech,Inc. Ilse of the N1,7-41'designation dons not represent endorsement by the NI ST or NH AP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and le%ting were performed in general accordance with the following ASTM standards: C'.39,C31,C94,C143,C172,C192,('231,('617,and('1231. i I , A Division of Eastern Materials Testing i Laboratory Eastern Materials Testing Laboratory a di0sion of VLAP#10315-o JAWORSKI GEOTECH, INC. ' JAWORSKI GEOTECH, INC. CONC ETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/17/00 Cylinder Set No. : C36 Time: 5:30 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 196694 Total Quantity 290 cy Batch Time: 4:44 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.5% Location of Sample: Floor column line 12J to H Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: unit Weight: 152.06 lbs/cu./ft. Floor J-9 to 13, 13J to D, D13 to 9, 9D to plastic Wt. : Cylinder Wt. : X ' J. Concrete Temperature: 76 degrees F Cylinder Size: 6 a 12 inches Ambient Temp: 78 degrees F End Area: 28.27 sq in Date Retrieved: 6/22/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (a-educed to 1 cubic yard) Ceinl lbs./cu./yd sand: 1672.0 lbs./cu./yd Types of Fracture C=2 458.0 lbs./cti./yd water: 139.2 lbs./cu./yd a b C d e Cein 3 80.0 lbs./cu./yd Ad I M/B 997 62.9 orJcu./yd � 1 L Agg 1 1/2" 664.0 lbs./cu./yd Ad2 o7Jctl./yd \ j 11 Agg 2 3/8" 132.0 lbs./cu./yd Ad3 ozkti./yd 11 Agg 3 3/4" 1104.0 lbs./cu./yd Ad4 oIJ100 CWT. Cone Cone acid Cone and Shin Columnar Sand Moisture: 6.6% Stone Moisture: Split Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 36 A C 36 B C 36 C C 36 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 ,�,''' c'0 IVIC '%%, Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 i 0 s- Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) I � Cyl.Weight(lbs. ) 29.84 30.02 29.60 29.84 17 �Q Load (lbs. ) 71,384 121 ,240 240 123,790 not Stress (psi) 2,520 4,290 4,380 tested AL�f�� /ICI !/IN if Type of Fracture a a a Reviewed by• Date: 7 Q /UCJ The information stated on this report may,not he reproduced except in its enNre1j,without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. (Ise of the N11Is1 P designation does not represent endorsement by the NIST or NH AP.Reports are relevant only to ite►ns tested,and no other attribution may he nuide. .Sampling and testing were peiJornied in general accordance with the following AST/bl standards: C39,C31,C94,C143,C172,C192,C231,('617,and C1231. A Division of Eastern Materials ��%fiTesting Eastern Materials Testing Laboratory Laboratory a dit,ision of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C37 Time: 6:10 Truck No. : 131 Class Concrete: 3,000 psi Ticket No. : 196698 Total Quantity 290 cy Batch Time: 4:58 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0$ Location of Sample: Floor column line 1OF to G Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Floor J-9 to 13, 13J to D, D13 to 9, 9D to Unit Weight: 151.05 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X J. Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 78 degrees F End Area: 28.27 sq in Date Retrieved: 6/22/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: 1696.0 lbs./cu./yd Types of Fracture Cem2 473.0 lbs./cu./yd water: 115.2 lbs./ctl./yd a b c d e Cem 3 81.0 lbs./cu./yd Ad I M/B 997 62.9 oz/cu./yd Agg 1 1/2" 660.0 lbs./ctl./yd Ad2 ozlcti./yd I LA Agg 2 3/8" 128.0 lbs./cll./yd Ada ozJctl./yd Agg 3 3/4" 1092.0 lbs./ctl./yd Ad4 ozJ 100 CWT-. Com Gone bid Gone Mod shaf eolumnat Sand Moisture: 8.1% Stone Moisture: i:/a Sdn Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 37 A C 37 B C 37 C C 37 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 ►III NllUlltli iy�� Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 �� F �C�NFc Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) \� Cyl.Weight(lbs. ) 29.64 29.60 29.68 29.54 �� Load (lbs. ) 63,281 109,650 111,330 not j 175M Stress (psi) 2,240 3,880 3,940 tested Type of Fracture d a a Reviewed by*---=., Date: '7 �?�✓v The information stated on this report may not he reproduced arse pt in its entirely without they erpress written consent of Eastern Materials Testing a division ofJaworskr Geotech.Inc. Use of the N11s11`designation dot's not represent endorsement by the NI ST or NVLAP.Reports are relevant only to items tested and no other attribution may be made. Sampling and tasting were pe►formed in general accordance with the following A STM standards: C39,C31,C94,C143.C172,C'192,C231.('617.and C1231. A Division of Eastern Materials Laboratory Eastern Materials Testing Laboratory -` a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C38 Time: 7:30 Truck No. : 173 Class Concrete: 3,000 psi Ticket No. : 4279 Total Quantity 290 cy Batch Time: 6:42 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.2% Location of Sample: Floor column line 11F to G Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Unit Weight: 151.25 lbs/cu./ft. Floor J-9 to 13, 13J to D, D13 to 9, 9D to Plastic Wt. . Cylinder Wt. : X J. Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F End Area: 28.27 sq in Date Retrieved: 6/22/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceinl lbs./cu./yd sand: 1668.0 lbs./cu./yd Types of Fracture Cem2 452.0 lbs./ctl./yd water: 138.0 lbs./cu./yd a b C d e Cem 3 79.0 lbs./ctt./yd Ad I Rco 64.0 orJcu./yd � Agg 1 669.0 lbs./cu./yd Ad2 ozkti./yd I % Agg 2 114.0 lbs./cu./yd Ada o;,Jcu./yd X A Agg 3 1107.0 lbs./cu./yd Ado OV100 CWT Coact Coact aid Cove a d Shin Columnat Sand Moisture: 6.2% Stone Moisture: lt/a Sp(n Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 38 A C 38 B C 38 C C 38 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 11 /Z Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 CON& JA Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) co Cyl.Weight(lbs. ) 29.68 29.86 30.08 29.94 ; * Load (lbs. ) 80,485 134,270 136,640 not Stress (psi) 2,850 4,750 4,830 tested sII �� Type of Fracture d a a �i�i�t�filllN Reviewed b Date: 7 7�Gv The information stated on this report may not be reproduced except in ifv entirety wNhout the express written consent of Eastern Materials Testing a division ofJaworskt Geotech,Inc. Use of the N1,1_11'designation does not represent endorsement by the NI ST or NVLAP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing►vere 1wr(brined in general accordance with the following A STM standards: C'.39,C31,C'.94,C'.143,C'172,C192.C231.C617,and C1231. A Division of Eastern — Materials Testing La borat ry Eastern Materials Testing Laboratory � VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/17/00 Cylinder Set No. : C39 Time: Truck No. : 159 Class Concrete: 3,000 psi Ticket No. : 4285 Total Quantity 290 cy Batch Time: Batch Quantity: 10 ' cy Air: Specified: no air Method of Placement: chute Measured: 1.4% Location of Sample: Floor column line 12D to E Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Unit Weight: 151.96 lbs/cu./ft. Floor J-9 to 13, 13J to D, D13 to 9, 9D to Plastic Wt. : Cylinder Wt. : X J. Concrete Temperature: degrees F Ambient Temp: 80 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 6/22/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic 1 Ord) Ceml lbs./cu./yd Sand: 1668.0 lbs./cu./yd Types of Fracture Cem2 450.0 lbs./cu./yd water: 138.0 lbs./cu./yd a b C d e Cem 3 80.0 lbs./cu./yd Ad I Reo 63.6 orJcu./yd I t Agg 1 660.0 lbs./ctl./yd Ad2 ozlcu./yd i LA Agg 2 126.0 lbs./cu./yd Ada ozku./yd Agg 3 1101.0 lbs./cu./yd Ado orJ 100 CWT.V it Cone Cone aid Cone avA Shin Columnar Sand Moisture: 6.2% Stone Moisture: n/R sph► Shar COMPRESSIVE STRENGTH DATA Cylinder ID C 39 A C 39 B C 39 C C 39 D �III�IIuiCO Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 �I.JAh,�-.c Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) _ Cyl.Weight(lbs. ) 29.82 30.08 29.80 29.88 = A= 175 SP Load (lbs. ) 70,598 124,480 122,600 not Stress (psi) 21500 4,400 4,340 tested Type of Fracture a a a Reviewed bY Date: 7 1 The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern 1llaterrals Testing a division ofJaworskr(.;eotech,Inc. Ilse of the NV7,1 P designation doe,not represent endorsement by the NISI or NVLAP.Reports are relevant only to items tested,and no other attribution►nary he made.. Sampling and testin,►rere per famed in general accordance with the following A STM standards: I C 39,C 31,C 94,C 143,C 172,('.192,C 231,('617,and CI-13 1. I i I A Division of Eastern ]Materials Testing Eastern Materials Testing Laboratory -%fi Laboratory a clii,ision of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCEI TE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C40 Time: 10:20 Truck No. : 174 Class Concrete: 31000 psi Ticket No. : 4293 Total Quantity 290 cy Batch Time: 9:11 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.8% Location of Sample: Floor column line 10D to E Slump Specified: 4.0" max Measured: 4.25" Total Location of Placement: Unit Weight: 151.86 lbs/cu./ft. Floor J-9 to 13, 13J to D, D13 to 9, 9D to plastic Wt. : Cylinder Wt. : X J. Concrete Temperature: 78 degrees F Ambient Temp: 90 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 6/22/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cultic vard) Celnl lbs./cu./yd Sand: 1296.0 lbs./cu./yd Types of Fracture Celn2 452.0 lbs./cu./),d water: 139.5 lbs./cu./yd a b c d e Cem 3 79.0 lbs./cu./yd Ad I Rco 63.6 ozlctilyd i Agg 1 690.0 lbs./cu./yd Ad2 o-rJcll./yd 1 Agg 2 102.0 lbs./cu./yd Ada ozJcu./yd L L 11 Agg 3 1095.0 Ibslctl./yd Ad4 o7J100 CWT: Cone C,ofe&M Go*e ad Shur Columnar Sand Moisture: n/a Stone Moisture: tt/a Split swr COMPRESSIVE STRENGTH DATA Cylinder ID C 40 A C 40 B C 40 C ' C 40 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 �`` F\\\\,�� t,��JAwo �,� Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) ,SNC f=� Cyl.Weight(lbs. ) 29.80 29.84 29.86 29.54 Load (lbs. ) 56,755 105,600 115,380 not Stress (psi) 2,010 3,730 4,080 tested `„ Type of Fracture a a a !N� Reviewed Date: 7/0�J The information stated on this report may not be reproduced except to trs entirety without the expre.%s wrote n consent of Eastern Materials Testing a division ofJoworskt(.;eotech.Inc. 11 ee c?/'the NHAP designimon dot, not represent endorsement by the NI ST or NVL4P.Reports are relevant only to items tested,and no other attrtbtaton may he made. Sampling and teming ware performed to general accordance with the following ASTM standards: C39,C31,C:94.C.143,C.172,C'192,C231,('617'and('I231 Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a(1h,isi on of N-VLAP #10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C35 Time: 5:10 Truck No. : 163 Class Concrete: 3,000 psi Ticket No. : 196689 Total Quantity 290 cy Batch Time: 4:08 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 2.0% Location of Sample: Floor column line IOJ to H Slump Specified: 4.0" max Measured: 2.5" Total Location of Placement: Floor J-9 to 13, 13J to D. D-13 to 9, 9D to Unit Weight: 153.29 lbs/cu./ft.plastic Wt. : Cylinder Wt. : X J. Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 72 degrees F Date Retrieved: 6/22/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic ystr ) CeinI Ibs./ctl./yd sand: 1660.0 lbs./cti./yd Types of Fec Lure C=2 449.0 lbs./cu./yd Water: 143.2 lbs./cti./yd a b C d e Cem 3 79.0 lbs./cu./yd Ad I M/B 997 62.9 ozlcu./yd Agg 1 1/2" 716.0 lbs./cu./yd Ad2 oz/cti./yd .X A Agg 2 3/8" 132.0 lbs./cu./yd Ada ozkti./yd Agg 3 3/4" 1092.0 lbs./cu./yd Ado OZ/100 CNkT Coac IL CAW OW COW&W SkAt ColrMau Sand Moisture: n/a Stone Moisture: n/a S COMPRESSIVE STRENGTH DATA Cylinder ID C 35 A C 35 B C 35 C C 35 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 30.08 29.64 30.04 29.46 Load (lbs. ) 76,827 Stress (psi) 21720 Type of Fracture a Reviewed by Date: The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski(lreotech,Inc. Use of the NI ALAI'designation does not represent endorsement by the NEST or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were pei formed in general accordance with the following ASTM standards: C39,C31,C:94,C143,C172,C192,C231.('617.and C1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a diNsion of o0 0 o eecope0 ao VLAP #10315-o JAWORSKI GEOTECH, INC. eJAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C36 Time: 5:30 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 196694 Total Quantity 290 cy Batch Time: 4:44 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.5$ Location of Sample: Floor column line 12J to H Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Floor J-9 to 13, 13J to D, D13 to 9, 9D to Unit Weight: 152.06 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X J. Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 78 degrees F End Ar a: 28.27 sq in Date Retrieved: 6/22/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yardl Cetnl lbs./ctl./yd sand: 1672.0 lbs./ctl./yd Types of Fracture a b c d e Cem2 458.0 lbs./cu./yd water: 138.2 lbs./cu./yd Cem 3 80.0 lbs./ctl./yd Ad l M/B 997 62.9 oz/ctl./yd i t Agg 1 1/2" 664.0 Ibs./ctl./yd Ad2 odmi./yd ^ i Agg 2 3/8" 132.0 lbs./ctl./yd Ad3 oz/ctl./yd Agg 3 3/4" 1104.0 lbs./ctl./yd Ad4 07J100 CWT coa< Conc aiW CAm arA shin ColYTea( Sand Moisture: 6.6% Stone Moisture: n/a soil Shut COMPRESSIVE STRENGTH DATA Cylinder ID C 36 A C 36 B C 36 C C 36 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.84 30.02 29.60 29.84 Load (lbs. ) 71,384 Stress (psi) 21520 Type of Fracture a Reviewed by• Date The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Matenals Testing a division ofJaworski C►eotech,Inc. Use of the NM_AP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were perforined to general accordance with the following ASTM standards: C39,C31,C94,C143,C172,C192,C'231.C'617,and C'1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a dii,ision of ° VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C37 Time: 6:10 Truck No. : 131 Class Concrete: 3,000 psi Ticket No. : 196698 Total Quantity 290 cy Batch Time: 4:58 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 2.0$ Location of Sample: Floor column line 1OF to G Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Floor J-9 to 13, 13J to D, D13 to 9, 9D to Unit Weight: 151.05 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X J. Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 78 degrees F End Area: 28.27 sq in Date Retrieved: 6/22/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Celn 1 Ibs./cu./yd sand: 1696.0 lbs./cu./yd Types of Fracture Celn2 473.0 lbs./cu./yd water: 115.2 lbs./ctl./yd a b C d e Cem 3 81.0 lbs./cu./yd Ad I M/B 997 62.8 o7Jcu./yd t Agg 1 1/2 660.0 Ibs./cu./yd Ad2 o7Jcu./yd ^ i Agg 2 3/8 128.0 lbs./ctl./yd Ada o7Jcu./yd Agg 3 3/4" 1092.0 lbs./cu./yd Ado oz/100 CWT fit Comae Ctauue raid Cone mW SWr Columaat Sand Moisture: 8.1% Stone Moisture: n/a Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 37 A C 37 B C 37 C C 37 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.W ight(lbs. ) 29.64 29.60 29.68 29.54 Load (lbs. ) 63,281 Stress (psi) 2,240 Type of Fracture d R viewed The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski Geotech,Inc. (Ise of the NK AP designation does not represent endorsement by the NIST or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C.31,C:94,C.143,C172,C192,C'231.C617.and C'1231. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of c o0 0 0�eoop oo Qo VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C38 Time: 7:30 Truck No. : 173 Class Concrete: 3,000 psi Ticket No. : 4279 Total Quantity 290 cy Batch Time: 6:42 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.2% Location of Sample: Floor column line 11F to G Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Floor J-9 to 13, 13J to D, D13 to 9, 9D to Unit Weight: 151.25 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X J. Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F End Area: 28.27 sq in Date Retrieved: 6/22/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to I cubic yard) Frecbure CelnI lbs./ctl./yd sand: 1668.0 lbs./ctl./yd a b Types of d e Celn2 452.0 lbs./ctl./yd water: 138.0 Ibs./ctl./yd Cem 3 79.0 lbs./ctl./yd Ad 1 Rco 64.0 o7lctl./yd Agg 1 669.0 lbs./ctl./yd Ad2 oz/ctl./yd A Agg 2 114.0 lbs./cu./yd Ada oz/cu./yd ♦ / f f Agg 3 1107.0 Ibs./ctl./yd Ad4 oz/100 CW'I` Cow Cow aiw cow tea skaf Columew Sand Moisture: 6.2% Stone Moisture: ll/il son Sit COMPRESSIVE STRENGTH DATA Cylinder ID C 38 A C 38 B C 38 C C 38 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.68 29.86 30.08 29.94 Load (lbs. ) 80,485 Stress (psi) 21850 Type of Fracture d Reviewed by:,. Dater le'--/OQ The information stated on this report may not be reproduced except in its entirely without the express written consent of Eastern Materials Testing a division ofJaworski Geolech,Inc. Use of the NVL4P 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 perfonned in general accordance with the following A.WM standards: C:39,C 31,C 94,C 143,C 172,C 19Z C 231,C 617.and C 1231. ' Eastern A D1Vlsion of - Materials Testing Laboratory Eastern Materials Testing Laboratory a di i,,isi on of VLAP #10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C39 Time: Truck No. : 159 Class Concrete: 31000 psi Ticket No. : 4285 Total Quantity 290 cy Batch Time: Batch Quantity: 10 cy Air: Specified: no air M thod of Placement: chute Measured: 1.4% Location of Sample: Floor column line 12D to E Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Unit Weight: 151.96 lbs/cu./ft. Floor J-9 to 13, 13J to D, D13 to 9, 9D to plastic Wt. : Cylinder Wt. : X J. Concrete Temperature: degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees FDate Retrieved: 6/22/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cetnl Ibs./ctt. d sand: /y 1668.0 lbs./ctl./yd Types of Ffactufe Cetn2 450.0 lbs./cti./yd water: 138.0 lbs./cu./yd a b C d e Cem 3 80.0 Ibs./cu./yd Ad l Rco 63.6 oz/cu./yd 1 Agg 1 660.0 Ibs./cu./yd Ad2 oz/cti./yd ^ i Agg 2 126.0 lbs./cu./yd Ad_ ozJcu./yd Agg 3 1101.0 Ibs./cu./yd AN ozJ 100 C WT; Coae Coae aiW CmavA Styr Colwnau Sand Moisture: 6.2% Stone Moisture: tt/a SA sku COMPRESSIVE STRENGTH DATA Cylinder ID C 39 A C 39 B C 39 C C 39 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 Date Tested 6/24/00 7/15/00 7/15/00 8/12/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.82 30.08 29.80 29.88 Load (lbs. ) 70,598 Stress (psi) 21500 Type of Fracture a R vi w d by—. Date: le G/Uc" The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaw+orski Geotech,Inc. Use of the NH AP designation does not represent endorsement by the NIST or IVK AP.Reports are relevant only to items tested,and no other attribution may be made. Sampling and testing were perforined in general accordance with the following AS7M standards: C:39,C:31,C94,C143,C172,C'192.C231,C'617,and C1231. Eastern A Division Of - Materials Testing Laboratory Eastern Materials Testing Laboratory a di t,ision o,f o VLAP #10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/17/00 Cylinder Set No. : C40 Time: 10:20 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 4293 Total Quantity 290 cy Batch Time: 9:11 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.8% Location of Sample: Floor column line 10D to E Slump Specified: 4.0" max Measured: 4.25" Total Location of Placement: Unit Weight: 151.86 lbs/cu./ft. Floor J-9 to 13, 13J to D, D13 to 9, 9D to Plastic Wt. : Cylinder Wt. : X J. Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 90 degrees FDate Retrieved: 6/22/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubicya�d) Cem Types of Fracturel Ibs./ctl./yd sand: 128C.0 Ibs./ctl./yd a b c d e Cem2 452.0 lbs./ctl./yd water: 138.5 lbs./ctl./yd Celn 3 79.0 Ibs./ctl./yd Ad 1 Reo 63.6 ozJctl./yd 1 1 71 Agg 1 690.0 lbs./cu./yd Ad2 oz/cu./yd ^ j Agg 2 102.0 lbs./ctl./yd Ad3 oz/cu./yd \ Agg 3 1095.0 Ibs./ctl./yd Ado oz/100 CWT Comic _� stet Cotamau Sand Moisture: iVa Stone Moisture: Wa spra Stu COMPRESSIVE STRENGTH DATA Cylinder ID C 40 A C 40 B C 40 C C 40 D Date Cast 6/17/00 6/17/00 6/17/00 6/17/00 Dat Tested 6/24/00 7/15/00 7/15/00 8/12/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.80 29.84 29.86 29.54 Load (lbs. ) 56,755 Stress (psi) 2,010 Type of Fracture a 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. (Ise of the N1Z1P designation does not represent endorsement by the N1 ST or NPL4P.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following As7m standards: C39,C31,C94,C143,C'172,C192.C231.C'617.and C1231. i A Division of Eastern f- Materials TestingEastern Materials Testis Laboratory Laboratory g a IhVLsYon of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA d Placement Date: 6/23/00 Cylinder Set No. : C41 Time: 5:45 Truck No. : 152 Class Concrete: 3,000 psi Ticket No. : 197080 Total Quantity 250 cy Batch Time: 4:35 Batch Quantity: 10 cy � Method of Placement: chute Air: specified: no air Measured: 1.75 % Location of Sample: Floor column line 10, Slump Specified: 4.0" max C tb D Measured: 4.0" ' Total Location of Placement: Floor column line D5 to 10, lOD to A, A10 to Unit Weight: 152.98 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5, 5A to D. Concrete Temperature: 76 degrees F Ambient Temp: 70 degrees F Cylinder Size: 6 X 12 inches Date Retrieved: 6/26/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic )•aril) Cetnl lbs./ctt./yd sand: 1672.0 lbs./ctl./yd Types of Fracture a Cetn2 450.0 lbs./ctt./yd water: 128.8 lbs./cu./yd a b C d e I Cem 3 80.0 lbs./cu./yd Ad 1 M/B 997 62.9 orJcu./yd FA, Age 1 668.0 lbs./ctt./yd Ad2 orJctl./yd ^ i Agg 2 128.0 lbs./cu./yd Ad. orlcu./yd Agg 3 1100.0 Ibs./cu./yd Ad-I oiJ100 CWT, 11 Cone Caw aid Caere MW Shut Cotumaar Sand Moisture: 7.2% Stone Moisture: 11/a Split Shur COMPRESSIVE STRENGTH DATA i � Cylinder ID C 41 A C 41 B C 41 C C 41 D A, n Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 � Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 t. .• Specimen Age 7 days) ( 28 days) ( 28 days) ( 56 days) x yt � 3k' Cyl.Weight(lbs. ) 30.02 29.88 29.70 29.78 s � t No 7560 tt Load (lbs. ) 83, 155 130,310 129,420 not Stress (psi) 2,940 4,610 41580 tested , A Type of Fracture a a a Reviewed by: /si `-�— Date: "7 �J 6cJ The information stated on this report may not be reps oduced except in it,entireij-u•ithoiit the va-prer,written consent ofGastern Materials Testing a division ofJativorsh Geotech,Inc. Ilse of the N1,7-I1'designation doe not repre%en►endorsement by the NIST or NI,'L4P.Reports are relevant only to i items tested,and no other attribution may he made. Suniphng and iv%iing were perlorined in general accordance with the following AST"standards: (_'39,C31,C94,C'1.13,C17?.('19ZC231.('617.and('1'3l. i � A Division of Eastern ;- Materials Leafing i.t rn M t aseaer tir Laboratory E Materials Testing Laboratory a di► lion of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target I Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA i Placement Date: 6/23/00 Cylinder Set No. : C42 Time: 6:20 Truck No. : 173 Class Concrete: 3,000 psi Ticket No. : 197084 Total Quantity 250 cy Batch Time: 5:10 Batch Quantity: 10 cy M thod of Placement: chute Air: Specified: no air Measured: 1.75 % Location of Sample: Floor column line 10, Slump Specified: 4.0" max B to A Measured: 4.25" Total Location of Placement: Unit Weight: 151.96 lbs/cu./ft. Floor column line D5 to 10, lOD to A, A10 to i 5, 5A to D. Plastic Wt. : Cylinder Wt. : X i Concrete Temperature: 76 degrees F Ambient Temp: 70 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 6/26/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic)-ard) Ceml lbs./cu./yd sand: 1664.0 lbs./ctl./yd Types of Fracture Cem2 450.0 lbs./cu./yd water: 132.0 lbs./ctl./yd a b C d e Cem 3 80.0 lbs./cu./yd Ad I M/B 997 62.8 o:tku./yd t Agg 1 664.0 lbs./cu./yd Ad2 o7Jctt./yd \ I LA Agg 2 124.0 Ibs./cu./yd Ada o7Jcu./yd I 1 Agg 3 1092.0 lbs./ctl./_yd Ad4 07J100 CWT. Cone CAee mW Cone avA Shot Cotumoac Sand Moisture: 7.0% Stone Moisture: lt/a Snfit Shay COMPRESSIVE STRENGTH DATA Cylinder ID C 42 A C 42 B C 42 C C 42 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 '� C,0A,A1/��.� Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) ►��, Cyl.Weight(lbs. ) 29.82 29.94 29.62 30.02 9•'••• 0 75r;0 Q'Z P�h, j Load (lbs. ) 93,043 147,420 153,160 not \� C� j Stress (psi) 3,290 5,210 5,420 tested � "®sJarae °�~ i Type of Fracture a a a Reviewed by: '� Date: 7 �� The information stated on this report may not he reproduced except in a%entirety►rrlhoul the express written consent of 7astern Materials Testing a division ofJaworskt(ieotech,Inc. llye of the N1,7.1I'designation doev not repre vent endorsement by the NI ST or NVL.4P.Reports are relevant only to ' items tested,and no other attribution may be made. Sampling and testing were peyorme d in general accordance with the followtnl;ASTM standards: C'.39,C31,C94,C143,C172,t'I92,t'231,t'617.and t'12;I. i I A Division of Eastern j- Materials Testing Eastern Materials Testing Laboratory Laboratory a division of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/23/00 Cylinder Set No. : C43 Time: 7:45 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 4404 Total Quantity 250 cy Batch Time: 5:42 i Batch Quantity: 10 cy • Air: Specified: no air Method of Placement: chute Measured: 2.0% Location of Sample: Floor column line 9 C to D Slump Specified: 4.01, max Measured: 3.0" Total Location of Placement: I Floor column line D5 to 10 IOD to A, A10 to Unit Weight: 152.17 lbs/cu./ft. ' Plastic Wt. : Cylinder Wt. : X i 5, 5A to D. ' Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 72 degrees F ! End Area: 28.27 sq in Date Retrieved: 6/26/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reducer!to I cubic 'aid) Cem1 lbs./cu./yd sand: 1662.0 lbs./cu./yd Types of Fracture Cem2 452.0 lbs./cu./yd water: 145.0 lbs./cu./yd a b C d e Cem 3 79.0 Ibs./ m/yd Ad I Reo 64.0 oz*t yd Agg 1 678.0 lbs./cu./yd Ad2 orJcu./yd Agg 2 107.0 lbs./cu./yd Ad3 orJcu./)•d A� 1 Agg 3 1095.0 lbs./ctl./yd AN 07J 100 C WT Sand Moisture: 6.0% Stone Moisture: n/a Cone Cowai4 Cami"4 Skac Columnar Split Shur i COMPRESSIVE STRENGTH DATA Cylinder ID C 43 A C 43 B C 43 C C 43 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 a�� tas4aaaaat Q COi!l1;,, Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 ,., � �jA�,�( j Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) :•�Q' �s, CO Cyl.Weight(lbs. ) 29.86 29.90 29.92 29.96 Load (lbs. ) 80,386 131,010 127,650 not 9 N ' <� Stress (psi) 2,840 4,630 4,510 tested �� Type of Fracture a a a Reviewed by: // �— Date: The information stated on this report inay not he reproduced except in iti entirety without the express written consent ofCastern Materials Testing a division ofJaworski Geotech,Inc. Use(?f the NI11_4 P designation doev nor 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 peybrnied in general accordance with the following ASTM standards: C39,C'31,C.94,C143.('.172,CI 92.('231.('617.andCl231. i A Division of Eastern - Materials Testing Eastern Materials Testing Laboratory Laboratory n CIIVLcIOr'!of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson Y PLACEMENT DATA Placement Date: 6/23/00 Cylinder Set No. : C44 Time: 8:00 Truck No. : 171 Class Concrete: 3,000 psi Ticket No. : 197089 Total Quantity 250 cy Batch Time: 6:06 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.75 % Location of Sample: Floor column line 8 B-C Slump Specified: 4.0" max . Measured: 4.5" Total Location of Placement: Floor column line D5 to 10, IOD to A, A10 to Unit weight: 151.15 lbs/cu./ft. 5, 5A to D. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees F End Area: 28.27 sq in Date Retrieved: 6/26/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubicyard) l Celnl lbs./cu./yd sand: 1692.0 lbs./cu./yd Types of Fracture Celn2 451.0 lbs./cu./yd water: 136.0 lbs./cu./yd a b C d e Cem 3 83.0 lbs./cu./yd Ad 1 M/B 997 63.0 ozJcu./yd Agg 1 1/2" 664.0 lbs./cu./yd Ad2 oiJcu./yd / 1 LA Agg 2 3/8" 140.0 lbs./cu./NA Ada orJcu./yd / � Agg 3 3/4" 1096.0 Ibs./cu./yd Ado oiJ 100 CWT, Comae Coae aM Cope_nd Skat Cdumnat Sand Moisture: 6.7`%u Stone Moisture: 11/a sok Shen i COMPRESSIVE STRENGTH DATA Cylinder ID C 44 A C 44 B C 44 C C 44 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 i Specimen Age ( 7 days) ( 28 days) 28 days) 56 days) s � � P 9 Y ) Y ) ( Y ) � Cyl.Weight(lbs. ) 29.66 29.34 29.64 29.64 of � cT 7 575 121 320 113 510 not Load (lbs. ) 2, C N5 � Stress (psi) 2,570 4,290 4,010 tested Type of Fracture a a a Reviewed by: Date: �7/2 3/'C)0 The information stated on this report may not he reproduced arcep►in its eratrety without the arpress written consent of Eastern Materials Testing a division ofJaworskr(ieotech,Inc Me of the N1•7_41'dvsi,�,nation does not represent endorsement by the NIST or Nl'LAP.Reports are relevant only to items tested and no other attribution may he made. Sampling and te.+tinK were performed in general accordance with the following ASTM standards: C39,C.31,C.94,C143,C172,C192.C231.('617.and C1231. I A Division of Eastern Materials •�' • Testing it rn M t aseaer Laboratory E GIs Testing Laboratory a di0sion of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/23/00 Cylinder Set No. : C45 • Time: 10:40 Truck No. : 148 Class Concrete: 3,000 psi Ticket No. : 4420 Total Quantity 250 cy Batch Time: 9:30 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0% j Location of Sample: Floor column line 7, C to ! Slump Specified: 4.01, max Measured: 3.0,, Total Location of Placement: Floor column line D5 to 10, IOD to A, A10 to Unit Weight: 151.15 lbs/cu./ft. 5, 5A to D. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees F End Area: 28.27 sq in Date Retrieved: 6/26/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) Celnl lbs./cu./yd Sand: 1671.0 lbs./cll./yd Types of Fracture Celn2 452.0 lbs. u./yd water: 142.5 lbs./cu./yd a b C d e Celn 3 79.0 lbs./cu./yd Ad I Reo 64.0 o-rJcu./},d Agg 1 657.0 lbs./cu./yd Ad2 orlcll./yd 1 LA Agg 2 126.0 lbs./cu./yd Ad3 o7JCU./yd /� Agg 3 1107.0 lbs./cu./yd Ad4 07J100 CWT: ` / Cone Cam MW C w avA Shur Columnar Sand Moisture: 11/1 Stone Moisture: Wa split Shot COMPRESSIVE STRENGTH DATA Cylinder ID C 45 A C 45 B C 45 C C 45 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 GO1, 1 ,: Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 A� •'. �''"`"'rq'pr ; Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) �- Cyl.Weight(lbs. ) 29.66 29.92 30.02 = 1 e ' O17 r L� Load (lbs. ) 103,320 161,560 156,620 not 97^••, /C� SE ,•`\`�{� C Stress (psi) 3,650 5,710 5,540 tested Type of Fracture a a a Reviewed by. Date: 7`3/v The information stated on this report cony not he reproduced accept in u,entirety without the express written consent off cistern Materials Testing a division ofJaworski(.;eotech,Inc. Use o/-the N11,41'de.vgnation dnc•,not represent endorsement by the NIST orNVL4P.Reports are relevant only to items tested,and no other attribution may be made. Sampling and It,Nnrig were pel finrme d in general accordance with the following ASTM standards: C39,C31,C94,C143,C'172,('192.('231.('617.andC1231. Eastern A Division of Mat rials 3 Test LaborL s tory Eastern Materials Testing Laboratory Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONC ETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/23/00 Cylinder Set No. : C46 Time: 12:00 Truck No. : 148 Class Concrete: 3,000 psi Ticket No. : 4425 Total Quantity 250 cy Batch Time: 11:11 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.25 $ R Location of Sample: Floor column line 6 B to C Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Unit Weight: 150.23 lbs/cu./ft. Floor column line D6 to 10, 10D to A, A10 to Plastic Wt. : Cylinder Wt. : X 6, 6A to D. Concrete Temperature: 74 degrees F Ambient Temp: 75 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 6/26/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION 0-educed to cubic•�� Irdl Ceml lbs./cu./yd Sand: 1669.0 lbs./ctl./yd Types of Fracture Celn2 449.0 lbs./ctl./yd Water: 141.0 lbs./ctl./yd a b C d e Cem 3 82.0 lbs./cu./yd Ad I Rco 64.0 o/Jctl./yd � Agg 1 657.0 lbs./ctl./yd Ad2 orJctl./yd 1 LA Agg 2 129.0 Ibs./cu./yd Ada orlctl./yd Agg 3 1095.0 lbs./ctl.6A Ad4 orJ100 CWT. Sand Moisture: 6.0% Stone Moisture: 11/It Cone �roacard aid Sher Columna( Split Shear COMPRESSIVE STRENGTH DATA Cylinder ID C 46 A C 46 B C 46 C C 46 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 :,•.y\N J,q Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.48 29.98 29.80 29.68 Load (lbs. ) 84,638 137,730 127,650 not A ' N 17560 Q r Stress (psi) 21990 4,870 41510 tested ON L F. Type of Fracture a a a i Reviewed by:'r�ellc� Date: � e7� Ct-) The information stated on this report may not he reproduced accept in its entirety without the express written consent off astern/lfaterials Testing a division ofJaworski Geotech.Inc. Use of the N11_41'designation dues not rc pre.%ent endorsement by the NIST or NVL P.Reports are relevant only to items tested,and no other attribution may he made. Saniphrig and tesrin,i�were pet.form ed in general accordance with the following A STM standards: C39,C'31,C'94.C'143,C172,C'19_,C 231,C617,and C1'31. Eastern A Division of - Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#1031-5-0 JAWORSKI GEOTECH, INC. JAWORSKI GE07ECH,INC. CONCRETE DATA SUMMARY Project: Target Project No.: 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Suppli r: Afudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac meet Date: 6/23/00 Cylinder Set No. : C41 Time: 5:45 Truck No. : 152 Class Concrete: 3,000 psi Ticket No. : 197080 Total Quantity 250 cy Batch Time: 4:35 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.75 $ Location of Sample: Floor column line 10, Slump Specified: 4.0" max C to D Measured: 4.0" Total Location of Placement: Floor column line D5 to 10, lOD to A, A10 to Unit Weight: 152.98 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5, 5A to D. Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F Date Retrieved: 6/26/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Celnl lbs./cu./yd sand: 1672.0 Ibs./cu./yd Types of Fracture a b c Cem2 450.0 lbs./cu./yd water: 128.8 lbs./cu./yd d e Cem 3 80.0 lbs./ctl./yd Ad 1 M/B 997 62.8 oz/cu./yd 1 Agg 1 668.0 lbs./cu./yd Ad2 ozlcu./yd X � 1 j Agg 2 128.0 lbs./ctl./yd Ad3 oz/mi./yd A 11 Agg 3 1100.0 lbs./ctl./yd Ad4 oz/100 CWT CAM Cam aid CAM aid Shas Columau Sand Moisture: 7.2% Stone Moisture: n/a split sbar COMPRESSIVE STRENGTH DATA Cylinder ID C 41 A C 41 B C 41 C C 41 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 30.02 29.88 29.70 29.78 Load (lbs. ) 83,155 Stress (psi) 21940 Type of Fracture a Revi wed by: /4-?� Date: 6AC16D The information stated on this report may not he 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 he 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- JAWORSKI GEOTECH, INC. ' JAWORSKI CONCRETE DATA SUMMARY cEoTECH,INC. Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/23/00 Cylinder Set No. : C42 Time: 6:20 Truck No. : 173 Class Concrete: 3,000 psi Ticket No. : 197084 Total Quantity 250 cy Batch Time: 5:10 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.75 % Location of Sample: Floor column line 10, Slump Specified: 4.0" max B to A Measured: 4.25" Total Location of Placement: Floor column line D5 to 10, lOD to A, A10 to Unit Weight: 151.96 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 5, 5A to D. Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F End Area: 28.27 sq in Date Retrieved: 6/26/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to l cubic yard) Ceml lbs./ctl./yd Sand: 1664.0 lbs./cti./yd Types of Fracture Celn2 450.0 lbs./ctl./yd Water: 132.0 lbs./cu./yd a b C d e Celn 3 80.0 lbs./cti./yd Ad 1 M/B 997 62.8 oz/ctt./yd 1 1 Agg 1 664.0 lbs./ctl./yd Ad2 oz/ctl./yd ^ j Agg 2 124.0 lbs./ctl./yd Ad3 oz/cu./yd Agg 3 1092.0 lbs./cti./yd AN oz/100 CWT Cone Cone aid Cons sad Skat Colamou Sand Moisture: 7.0% Stone Moisture: n/a sd'a Shear COMPRESSIVE STRENGTH DATA Cylinder ID C 42 A C 42 B C 42 C C 42 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.82 29.94 29.62 30.02 Load (lbs. ) 93,043 Str ss (psi) 3,290 Type of Fracture a Reviewed by: Date: The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NYIAP designation does not represent endorsement by the NI ST or NVLAP.Reports are relevant only to items tested,and no other attribution may he iiiade. Sampling and testing were performed in general accordance with the following AS7M standards: C39,C31,C94,C143,C172,C192,C231,C'617.and C'1231. Eastern A Division of - Materials Testing Laboratory gastern Materials Testing Laboratory a division of VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. ONC ETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/23/00 Cylinder Set No. : C43 Time: 7:45 Truck No. : 174 Class Concrete: 3,000 psi Ticket No. : 4404 Total Quantity 250 cy Batch Time: 5:42 Batch Quantity: 10 cy Air: Specified: no air M thod of Placement: chute Measured: 2.0% Location of Sample: Floor column line 9 C to D Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 152.17 lbs/cu./ft. Floor column line D5 to 10, IOD to A, A10 to Plastic Wt. : Cylinder Wt. : X 5, 5A to D. Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 72 degrees FDate Retrieved: 6/26/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Celnl lbs./cu./yd sand: 1662.0 lbs./ctl./yd Types of Fracture Celn2 452.0 lbs./cu./yd water: 145.0 lbs./ctl./yA a b C d e Celn 3 79.0 lbs./ctl./yd Ad 1 Reo 64.0 oz/ctl./yd 1 1 Agg 1 678.0 lbs./ctl./yd Ad2 ozlcu./yd /�� 1 j A y 11 Agg 2 107.0 lbs./ctl./yd Ada oz/ctl./yd 1 Agg 3 1095.0 lbs./ctl./yd A& oz/100 C WT Cow Cove aid Coat sad Sksr Columeas Sand Moisture: 6.0% Stone Moisture: iVa soil Shay COMPRESSIVE STRENGTH DATA Cylinder ID C 43 A C 43 B C 43 C C 43 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 Date T sted 6/30/00 7/21/00 7/21/00 8/18/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.86 29.90 29.92 29.96 Load (lbs. ) 80,386 Stress (psi) 2,840 Type of Fracture a Reviewed by: 4 3 Date: 1- The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. (Ise of the NVLAP designation does not represent endorsement by the NIST or NVL AP.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 - Idaterials Testis` Laboratory Eastern Materials Testing Laboratory a division of NVLAP#10315- JAWORSKI GEOTECH, INC. •'" ' JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placem nt Date: 6/23/00 Cylinder Set No. : C44 Time: 8:00 Truck No. : 171 Class Concrete: 3,000 psi Ticket No. : 197089 Total Quantity 250 cy Batch Time: 6:06 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.75 % Location of Sample: Floor column line 8 B-C Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Unit Weight: 151.15 lbs/cu./ft. Floor column line D5 to 10, 10D to A, A10 to plastic Wt..- Cylinder Wt. : X 5, 5A to D. Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees FDate Retrieved: 6/26/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic yard) Celnl lbs./cu./yd sand: 1692.0 lbs./cu./yd Types of Fracture Celn2 451.0 lbs./cu./yd water: 136.0 lbs./cu./yd a b C d e Cem 3 83.0 lbs./ctl./yd Ad I M/B 997 63.0 oz/cu./yd Agg 1 1/2" 664.0 lbs./ctl./yd Ad2 oz/cu./yd Agg 2 3/8" 140.0 lbs./cu./yd Ad3 oz/cu./yd / A / 11 Agg 3 3/4" 1096.0 lbs./cu./yd AN oz/100 CWT k� ` COW Cone a1W Cone>aad Shcsf Columaar Sand Moisture: 6.7% Stone Moisture: lt/a Split Shut COMPRESSIVE STRENGTH DATA Cylinder ID- C 44 A C 44 B C 44 C C 44 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 Date T sted 6/30/00 7/21/00 7/21/00 8/18/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.66 29.34 29.64 29.64 Load (lbs. ) 72,575 Stress (psi) 21570 Type of Fracture a Revi wed by: lebr-' Date: &�x/o c-> The information stated on this report may not he reproduced except in its entirety without the express written consent of Eastern Materials Testing a division ofJaworskt 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 perforined in general accordance with the following ASTM standards: C:39,C31,C94,C143,C172,C192,C231,C617.and C1231. Eastern A Division of - I�lalerials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/23/00 Cylinder Set No. : C45 Time: 10:40 Truck No. : 148 Class Concrete: 3,000 psi Ticket No. : 4420 Total Quantity 250 cy Batch Time: 9:30 Batch Quantity: 10 cy M thod of Placement: chute Air: Specified: no air Measured: 2.0$ Location of Sample: Floor column line 7 C to D Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 151.15 lbs/cu./ft. Floor column line D5 to 10, IOD to A, A10 to Plastic Wt. : Cylinder Wt. : X 5, 5A to D. Concrete Temperature: 78 degrees F Ambient Temp: 75 degrees F Cylinder Size: 6 x 12 inches Date Retrieved: 6/26/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to I cubic y ird) 1671.0 lbs./cu./ d Types of Fracture Cem 1 lbs./cti./yd sand: y Cem2 452.0 lbs./cti./yd water: 142.5 lbs./cu./yd a b C d e Cem 3 79.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd 1 1 Agg 1 657.0 lbs./cu./yd Ad2 oz/cu./yd /� I ^ j Agg 2 126.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 1107.0 lbs./cu./yd Ado oz/100 CWT Com Qw and C m and Skar Colutnou Sand Moisture: il/1 Stone Moisture: n/a Spl'a Shay COMPRESSIVE STRENGTH DATA Cylinder ID C 45 A C 45 13 C 45 C C 45 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.66 29.92 30.02 Load (lbs. ) 103,320 Stress (psi) 3,650 Type of Fracture 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 ofJaworski Geotech,Inc. (Ise 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 he made. Sampling and testing were performed in general accordance with the following ASTM standards: C39,C31,C:94,C143,C:172,C192,C'2.31,C617,and C1231. Eastern A Division of - tlaterials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj et: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/23/00 Cylinder Set No. : C46 Time: 12:00 Truck No. : 148 Class Concrete: 3,000 psi Ticket No. : 4425 Total Quantity 250 cy Batch Time: 11:11 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.25 % Location of Sample: Floor column line 6 B to C Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Floor column line D6 to 10, lOD to A, A10 to Unit Weight: 150.23 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 6, 6A to D. Concrete Temperature: 74 degr s F Ambient Temp: 75 degrees F Cylinder Size: 6 X 12 inches Date Retrieved: 6/26/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml lbs./cti./yd sand: 1668.0 lbs./cii./yd Types of Fracture Cem2 449.0 lbs./cu./yd Water: 141.0 lbs./cu./yd a b c d e Cem 3 82.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd t t Agg 1 657.0 lbs.kti./yd Ad2 oz/ai./yd X i ^ j Agg 2 129.0 lbs./cu./yd Ada oz/cu./yd Agg 3 1095.0 lbs./cu./yd AN oz/100 CWT CAM CAae aid CAM MW Shan CONMOS( Sand Moisture: 6.0% Stone Moisture: n/aK Shar COMPRESSIVE STRENGTH DATA Cylinder ID C 46 A C 46 B C 46 C C 46 D Date Cast 6/23/00 6/23/00 6/23/00 6/23/00 Date Tested 6/30/00 7/21/00 7/21/00 8/18/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.48 29.98 29.80 29.68 Load (lbs. ) 84,638 Stress (psi) 21990 Type of Fracture a Reviewed by: / Date: &13;OA6 The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NH AP designation does not represent endorsement by the NIST or NK AP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed to general accordance with the following ASTM standards: C39,C31,C94,C143,C172,C192,C231,C617,and C'1231. A Division of Eastern --u- Materials Testing Laboratory Eastern Materials Testing Laboratory a division o' VLAP#10315- JAWORSKI GEOTECH, INC. ° JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/24/00 Cylinder Set No. : C47 Time: 5:40 Truck No. : 152 Class Concrete: 3,000 psi Ticket No. : 197162 Total Quantity 180 cy Batch Time: 4:38 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0% Location of Sample: Floor column line 4 B to C Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 151.76 lbs/cu•/ft• Floor column line D1 to 5, 5D to A, A5 to Plastic Wt. : Cylinder Wt. : X 3.5, 3.5A to B, 63.5 to 1• Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F Date Retrieved: 6/26/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 lbs./cu./yd Sand: 1668.0 lbs./cu./yd a b C d e Cem2 455.0 lbs./cu./yd Water: 147.2 lbs./cu./yd Cem 3 80.0 lbs./cu./yd Ad 1 MB 997 62.8 oz/cu./yd Agg 1 1/2" 672.0 lbs./cu./yd Ad2 oz/cu./yd �� A i Agg 2 3/8" 128.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 3/4" 1100.0 lbs./cu./yd Ad4 oz/100 CWT Com Gone aria CAe�e ai4 Sbcat Cdumaa( Sand Moisture: 6.0% Stone Moisture: n/a Sp6t shar COMPRESSIVE STRENGTH DATA Cylinder ID C 47 A C 47 B C 47 C C 47 D G (�)f Date Cast 6/24/00 6/24/00 6/24/00 6/24/00 \�;��,�►ONCE J. Date Tested 7/1/00 7/22/00 7/22/00 8/19/00 ,,�\.�'y>� CO Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) = = �\ *_ 15120 MU Cyl•Weight(lbs• ) 29.78 29.44 29.68 29.66 `�� Load (lbs• ) 84,045 142,480 145,940 not %% SS/ONAL��11,��\ Stress (psi) 2,970 5,040 5,160 tested '11111 11HImiti4 Type of Fracture a a a Reviewed by: /� (�` — Dater 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 Testing - Laboratory Eastern Materials Testing Laboratory a division of C pe0o� �O s�O NVLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/24/00 Cylinder Set No. : C48 Time: 6:25 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 197167 Total Quantity 180 cy Batch Time: 5:20 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.25 % Location of Sample: Floor column line 4 C to B Slump Specified: 4.0^ max - Measured: 3.0^ Total Location of Placement: Floor column line D1 to 5, 5D to A, A5 to Unit Weight: 150.03 lbs/cu•/ft• 3.5, 3.5A to B, B3.5 to 1• Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F End Area: 28.27 sq in Date Retrieved: 6/26/00 Method of Compression: Neoprene Caps BATCH TI!LKET INFORMATION(reduced to 1 cubic yard) Fracture Cem 1 lbs./cu./yd S a n d: 1664.0 lbs./cu./yd a b Types of d e Cem2 450.0 lbs./cu./yd Water: 149.6 lbs./cu./yd Cem 3 79.0 lbs./cu./yd Ad 1 MB 997 62.8 oz/cu./yd Agg 1 660.0 lbs./cu./yd Ad2 oz/cu./yd I I Agg 2 125.0 lbs./cu./yd Ad3 oz/cu./yd % / \ I/ 1 Agg 3 1100.0 lbs./cu./yd Ado oz/100 CWT ' Conc Com&W Cone and Slxu Columnm Sand Moisture: 6.0% Stone Moisture: n/a sp'l Spar COMPRESSIVE STRENGTH DATA Cylinder ID C 48 A C 48 B C 48 C C 48 D Date Cast 6/24/00 6/24/00 6/24/00 6/24/00 'Al GON111 ''''� Date Tested 7/1/00 7/22/00 7/22/00 8/19/00 �� `� J. ice; Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) - Cyl•Weight(lbs• ) 29.44 29.46 29.44 29.52 15120 Load (lbs• ) 86,220 140,000 141,390 not ,/CENS� `��` Stress (psi) 3,050 4,950 5,000 tested Type of Fracture a a a Reviewed by: /`ylC'l� Date: -7 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 23/,C 617,and C 1231. Eastern A Division of Materials �� Omni _ Laboratory Eastern Materials Testing Laboratory a division of NVLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/24/00 Cylinder Set No. : C49 Time: 7:54 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 4442 Total Quantity 180 cy Batch Time: 6:18 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.25 % Location of Sample: Floor column line 3 C to B Slump Specified: 4.0^ max Measured: 4.5" Total Location of Placement: Unit Weight: 152.88 lbs/cu•/ft• Floor column line D1 to 5, 5D to A, A5 to Plastic Wt. : Cylinder Wt. : X 3.5, 3.5A to B, B3.5 to 1• Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F End Area: 28.27 sq in Date Retrieved: 6/26/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Fracture Cem 1 lbs./cu./yd Sand: 1686.0 lbs./cu./yd Types of a b d e Cem2 452.0 lbs./cu./yd Water: not available lbs./cu./yd Cem 3 530.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd Agg 1 657.0 lbs./cu./yd Ad2 oz/cu./yd Agg 2 78.3 lbs./cu./yd Ad3 oz/cu./yd Agg 3 1902.0 lbs./cu./yd Ad4 oz/100 CWT' Cone CAW aM CA+e and Shear Columnar Sand Moisture: n/a Stone Moisture: n/a sp't �"ar COMPRESSIVE STRENGTH DATA Cylinder ID C 49 A C 49 B C 49 C C 49 D Date Cast 6/24/00 6/24/00 6/24/00 6/24/00 Date Tested 7/1/00 7/22/00 7/22/00 8/19/00 �'\x\\`6F UL Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) `�`r,�y�Q'�� Cyl-Weight(lbs• ) 30.00 29.94 29.98 29.92 _*Z Load (lbs• ) 87,011 128,730 131,700 not _ C o 20O\\\\�� Stress (psi) 3,080 4,550 4,660 tested �sSCENS�' C?�� Type of Fracture a a a Reviewed by: 4c:�;P/` Date: 1/261<W 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 VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI CEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/24/00 Cylinder Set No. : C50 Time: 9:15 Truck No. : 134 Class Concrete: 3,00d psi Ticket No. : 4449 Total Quantity 180 cy Batch Time: 8:17 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.75 X Location of Sample: Floor column line 2-D to C Slump Specified: 4.0^ max Measured: 4.0^ Total Location of Placement: Floor column line D1 to 5, 5D to A, A5 to Unit Weight: 153.19 lbs/cu•/ft• 3.5, 3.5A to B, 63.5 to 1• Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F 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: 1677.0 lbs./cu./yd a b C d e Cem2 451.0 lbs./cu./yd Water: 132.5 lbs./cu./yd Cem 3 80.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd / I / i l I Agg 1 669.0 lbs./cu./yd Ad2 oz/cu./yd X / / I I n , ll Agg 2 114.0 lbs./cu./yd Ad3 oz/cu./yd % \ / / 01 Agg 3 1098.0 lbs./cu./yd Ado oz/100 CWT CAW Cons wW Cone and Shur Columnar Sand Moisture: 6.5% Stone Moisture: n/a Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 50 A C 50 B C 50 C C 50 D Date Cast 6/24/00 6/24/00 6/24/00 6/24/00 CON Date Date Tested 7/1/00 7/22/00 7/22/00 8/19/00 E"'' Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) �;� Cyl•Weight(lbs• ) 30.06 30.10 29.98 30.04 .15120 Load (lbs• ) 88,890 143,660 145,840 not = ' �/ 0�,�`��,Qj c` CENS�►�� Stress (psi) 3,140 5,080 5,160 tested %`S, /O/NAL�y Type of Fracture a a a ll Reviewed by: -";�l A4;— Date: 7 Z 6/� 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 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. Eastern A Division of - katerials Testing Laboratory .� Eastern Materials Testing Laboratory el a division of VLAP#10315—o JAWORSKI GEOTECH, INC. JAWORSKI GEO'MCH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/24/00 Cylinder Set No. : C47 Time: 5:40 Truck No. : 152 Class Concrete: 3,000 psi Ticket No. : 197162 44 Total Quantity 180 cy Batch Time: 4:38 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 2.0% Location of Sample: Floor column line 4 B to C Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Floor column line D1 to 5, 5D to A, A5 to Unit Weight: 151.76 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 3.5, 3.5A to B, B3.5 to 1. Concrete Temperature: 72 degrees F Cylind r Size: 6 x 12 inches Ambient Temp: 68 degrees F End Area: 28.27 sq in Date Retrieved: 6/26/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml lbs./cu./yd Sand: 1668.0 lbs./cu Types of Fracture./yd a b c d e Cem2 455.0 lbs./cu./yd water: 147.2 lbs./cu./yd Cem 3 80.0 lbs./cu./yd Ad 1 M/B 997 62.8 oz/cu./yd 1 t 1 Agg 1 1/2" 672.0 lbs./ctl./yd Ad2 oz/ctl./yd ri Agg 2 3/8" 128.0 lbs./ctl./yd Ad3 oz/cu./yd Agg 3 3/4" 1100.0 lbs./ctl./yd A& oz/100 CWT. Com Cove aid Cone sad Shcat Columaac Sand Moisture: 6.0% Stone Moisture: nh split Shin COMPRESSIVE STRENGTH DATA Cylinder ID C 47 A C 47 B C 47 C C 47 D Date Cast 6/24/00 6/24/00 6/24/00 6/24/00 Date Tested 7/l/00 7/22/00 7/22/00 8/19/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.78 29.44 29.68 29.66 Load (lbs. ) 84,045 Stress (psi) 2,970 Type of Fracture a Reviewed by: Date: 4061 a The information stated on this report may not he reproduced except in its entirety without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NK AP designation doer not represent endorsement by the NISI or NVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTM standards: C 39,C 31,C 94,C 143,C 17Z C 192,C 231,C 617,and C 1231. Eastern A Division of Fam Haterials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#1031s- JAWORSKI GEOTECH, INC, JAWORSKI MOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Placem nt Date: 6/24/00 Cylinder Set No. : C48 Time: 6:25 Truck No. : 172 Class Concrete: 3,000 psi Ticket No. : 197167 Total Quantity 180 cy Batch Time: 5:20 Batch Quantity: 10 cy Air: Specified: no air M thod of Placement: chute Measured: 1.25 $ Location of Sample: Floor column line 4 C to B Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Unit Weight: 150.03 lbs/cu./ft. Floor column line D1 to 5, 5D to A, A5 to Plastic Wt. : Cylinder Wt. : X 3.5, 3.5A to B, B3.5 to 1. Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F End Area: 28.27 sq in Date Retrieved: 6/26/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem1 lbs./cu./yd Sand: 1664.0 lbs./cu Types of Fracture./yd a b C d e Cem2 450.0 lbs./cu./yd water: 149.6 lbs./cu./yd Cem 3 79.0 lbs./cu./yd Ad 1 M/B 997 62.8 oz/cu./yd 1 Agg 1 660.0 lbs./cu./yd Ad2 oz/cu./yd X�� Agg 2 125.0 lbs./cu./yd Ad3 oz/cu./yd A it Agg 3 1100.0 lbs./cu./yd Ad4 oz/100 CWT. Cone Cow aria Cone aad Spar Columear Sand Moisture: 6.0% Stone Moisture: IV,,i SO, Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 48 A C 48 B C 48 C C 48 D Date Cast 6/24/00 6/24/00 6/24/00 6/24/00 Date Tested 7/1/00 7/22/00 7/22/00 8/19/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.44 29.46 29.44 29.52 Load (lbs. ) 86,220 Stress (psi) 3,050 Type of Fracture a Reviewed by: x� 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 of the N117.4P designation does not represent endorsement by the NI ST 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 A STM standards: C39,C31,C94,C143,C172,C192,C231,C.617,and C1231. Eastern A Division of _ Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY cEoTEcH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores SubContractor: Gargiulo Construction Suppli r: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac m nt Date: 6/24/00 Cylinder Set No. : C49 Time: 7:54 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 4442 Total Quantity 180 cy Batch Time: 6:18 Batch Quantity: 10 cy M thod of Placement: chute Air: Specified: no air Measured: 1.25 % Location of Sample: Floor column line 3 C to B Slump Specified: 4.0" max Measured: 4.5,, Total Location of Placement: Floor column line DI to 5, 5D to A, A5 to Unit Weight: 152.88 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X 3.5, 3.5A to B, B3.5 to 1. Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F 00- End Area: 28.27 sq in Date Retrieved: 6/26/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cuboc yard) Ceml lbs./cu./yd sand: 1686.0 lbs./cu./yd Type:of Fracture Cem2 452.0 lbs./cu./yd water: not available lbs./cu./yd a b C d e Cem 3 530.0 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd t t Agg 1 657.0 lbs./cu./yd Ad2 u/mi./yd X A it Agg 2 78.3 Ibs./cu./yd Ada oz/cu./yd t Agg 3 1902.0 lbs./cu./yd AN OZ/100 CW"l' Coat Croce acid Gone and Shin Columear Sand Moisture: n/a Stone Moisture: n/a Split shay COMPRESSIVE STRENGTH DATA Cylinder ID C 49 A C 49 B C 49 C C 49 D Dat Cast 6/24/00 6/24/00 6/24/00 6/24/00 Date Tested 7/l/00 7/22/00 7/22/00 8/19/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 30.00 29.94 29.98 29.92 Load (lbs. ) 87,011 Stress (psi) 3,080 Type of Fracture a Reviewed by: )/-3 Date: ilk)/ao 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. Ilse of the NVLAP designation does not represent endorsement by the NIST or NYLAP.Reports are relevant only to items tested,and no other attribution may he 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-o JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Construction Supplier: Aiudi Concrete JGI Representative: J.E. Anderson PLACEMENT DATA Plac ment Date: 6/24/00 Cylinder Set No. : C50 Time: 9:15 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 4449 Total Quantity 180 cy Batch Time: 8:17 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.75 % Location of Sample: Floor column line 2-D to C Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Floor column line D1 to 5, 5D to A, A5 to Unit Weight: 153.19 lbs/cu./ft. 3.5, 3.5A to B, B3.5 to 1. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 68 degrees F End Area: 28.27 sq in Date Retrieved: Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to l cultic yard) Ceiul lbs./cu./yd Sand: 1677.0 lbs./cu./yd Types of Fmctue Cein2 451.0 lbs./ctl./yd Water: 132.5 lbs./cti./yd a b C d e Cem 3 80.0 lbs./cu./yd Ad I Reo 64.0 oz/cu./yd t t t Agg 1 669.0 lbs./ctl./yd Ad2 oz/ctl./ydX A Agg 2 114.0 lbs./cu./yd Ad3 oz/ctl./yd Agg 3 1098.0 lbs./cti./yd Ado oz/100 CWT. Cone Cone&W Cone and Shut Columaat Sand Moisture: 6.5% Stone Moisture: n/a Split Shan COMPRESSIVE STRENGTH DATA Cylinder ID C 50 A C 50 B C 50 C C 50 D Date Cast 6/24/00 6/24/00 6/24/00 6/24/00 Date Tested 7/l/00 7/22/00 7/22/00 8/19/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 30.06 30.10 29.98 30.04 Load (lbs. ) 88,890 Stress (psi) 3,140 Type of Fracture a Reviewed by: 16 31 Date: � 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 of the NVLAP designation does not represent endorsement by the NI ST or NVLAP.Reports are relevant only to items tested,and no other attribution may he inade. 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 — Uaterials Testing Laboratory Eastern Materials Testing Laboratory a dit,ision of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Proj ct: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Helder M. Nunes Supplier: Tilcon JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/30/00 Cylinder Set No. : C51 Time: 9:50 Truck No. : 113 Class Concrete: 4,000 psi Ticket No. : 140818 Total Quantity 20 cy Batch Time: 8:47 Batch Quantity: 10 cy M thod of Placement: chute Air: Specified: 5-7$ Measured: 5.•5% Location of Sample: Sidewalk A-9 Slump Specified: 4.0" max Measured: 2.5" Total Location of Placement: Unit Weight: 149.21 lbs/cu./ft. Sidewalk A-9 to 5, southwest side of Plastic Wt. : Cylinder Wt. : X building Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 72 degrees F End Area: 28.27 sq in Date Retrieved: 7/5/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Celn1 610.0 lbs./ctilyd sand: 1414.0 lbs./ctl./yd Type:of Fracture Celn2 lbs./ctt./yd Water: 233.2 lbs./ctt./yd a b C d e Cem 3 Ibs./cti./yd Ad 1 Darex 5.6 oz/ctl./yd 1 1 Agg 1 3/8" 632.0 Ibs./ctl./yd Ad2 Hycol 18.5 o7Jct1./yd A 11 Agg 2 3/4" 1126.0 Ibs./cti./yd Ad3 ozJcti./yd / \ 11 Agg 3 Ibs./cti./yd AN 07J100 CWT Comae Cone aid C w aaA Shur Columeac Sand Moisture: 4.7% Stone Moisture: lt/a Split shay COMPRESSIVE STRENGTH DATA Cylinder ID C 51 A C 51 B C 51 C C 51 D Date Cast 6/30/00 6/30/00 6/30/00 6/30/00 Date Tested 7/7/00 7/28/00 7/28/00 8/25/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.28 29.62 29.50 29.32 Load (lbs. ) 110,840 Stress (psi) 31920 Type of Fracture a Reviewed by--- Date: 7 ,,1 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. (Ise of the Nl'I-IP designation does not represent endorsement by the N1 ST 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 .1, Labora tory Testing Eastern Materials Testing Laboratory a division of VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Helder M. Nunes Supplier: Tilcon JGI Representative: J.E. Anderson PLACEMENT DATA Placement Date: 6/30/00 Cylinder Set No. : C51 Time: 9:50 Truck No. : 113 Class Concrete: 4,000 psi Ticket No. : 140818 Total Quantity 20 cy Batch Time: 8:47 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7$ Measured: 5.5% Location of Sample: Sidewalk A-9 Slump Specified: 4.011 max Measured: 2.5f1 Total Location of Placement: Sidewalk A-9 to 5, southwest side of Unit Weight: 149.21 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X building . Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 72 degrees F End Area: 28.27 sq in Date Retrieved: 7/5/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic,yard) Cem 1 610.0 lbs./cu./yd S a n d: 1414.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 233.2 lbs./cu./yd a b C d e Cem 3 lbs./cu./yd Ad 1 Darex 5.6 oz/cu./yd t E Agg 1 3/811632.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./ydXAgg 2 3/4" 1126.0 lbs./cu./yd Ad3 oz/cu./yd t 1 Agg 3 lbs./cu./yd Ad4 oz/100 CWT v \4 Coac Coac grid Coat and Skit Columnar Sand Moisture: 4.7% Stone Moisture: n/a Split Shcu COMPRESSIVE STRENGTH DATA Cylinder ID C 51 A C 51 B C 51 C C 51 D Date Cast 6/30/00 6/30/00 6/30/00 6/30/00 Date Tested 7/7/00 7/28/00 7/28/00 8/25/00 t�X Cl�llllll/iiiii,_C E J. Specimen Age ( 7 days) ( 28 days) ( 28 days) (5 6 days) q-� Q• `_G C 1.Weight(lbs. ) 29.28 29.62 29.50 29.32 y Load (lbs. ) 110, 840 130,610 137,730 not = .15120 Stress (psi) 3, 920 4,620 4,870 tested ��IIIIIi Cr � Type of Fracture a a a Reviewed by: /j— � _ Date: 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 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 Fa Materials Testing Laboratory Eastern Materials Testing Laboratory a division of o NVEA-P#10315- JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Helder M. Nunes Supplier: Tilcon JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/5/00 Cylinder Set No. : C52 Time: 10:35 Truck No. : 434 Class Concrete: 4,000 psi Ticket No. : 236890 Total Quantity 50 cy Batch Time: 9:46 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7% Measured: 5.25 % Location of Sample: North sidewalk Slump Specified: 4.011 max 20' east of side entrance Measured: 3.0" Total Location of Placement: North sidewalk Unit Weight: 147.99 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 84 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees FDate Retrieved- 7/8/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic,yard). Cem 1 612.0 lbs./cu./yd Sand: 1428.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd Water: 252.2 lbs./cu./yd a b c d e Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd F Agg 1 3/8" 646.0 lbs./cu./yd Ad2 Hycol 18.6 oz/cu./yd X ^ 1111 Agg 2 3/4" 1138.0 lbs./cu./yd Ad3 oz/cu./yd / Agg 3 lbs./cu./yd AN oz/100 CWT Coxc Comic&M Cam and Shur Columna( Sand Moisture: 5.6% Stone Moisture: n/a Split Shay COMPRESSIVE, STRENGTH DATA Cylinder ID C 52 A C 52 B C 52 C C 52 D Date Cast 7/5/00 7/5/00 7/5/00 7/5/00 Date Tested 7/12/00 8/2/00 8/2/00 8/30/00 Y �.. Specimen Age ( 7 days) ( 2 8 days) ( 2 8 days) (5 6 days) Cyl.Weight (lbs. ) 29.04 29.10 29.10 29.12 Load (lbs. ) 98,679 106,680 107,380 132,790 _ .1+ ` ,.it t,to�� •� �./ Stress (psi) 3,490 3,770 3,800 4,700 10 Type of Fracture a a a a Reviewed by: 1)4 6�I/-/-- Date: (,c 3 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 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 GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Helder M. Nunes Supplier: Tilcon JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/5/00 Cylinder Set No. : C52 Time: 10:35 Truck No. : 434 Class Concrete: 4,000 psi Ticket No. : 236890 Total Quantity 50 cy Batch Time: 9:46 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7% Measured: 5.25 Location of Sample: North sidewalk 2 Slump Specified: 4.0" max 0' east of side entrance Measured: 3.0" Total Location of Placement: North sidewalk Unit Weight: 147.99 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 84 degrees F �- Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F End Area: 28.27 sq in Date Retrieved: 7/8/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem l 612.0 lbs./cu./yd S a n d: 1428.0 lbsku./yd Types of Fracture a d Cem2 lbs./cu./yd Water: 252.2 lbs./cu./yd b c e Cem 3 lbs./cudyd Ad I Darex 5.7 oz/cu./yd Agg 1 3/8" 646.0 lbs./cu./yd Ad2 Hycol 18.6 oz/cu./yd ri Agg 2 3/4" 1138.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbsku./yd Ad4 oz/100 CWT` Conc Conc and Cone and Shea( Columnar Sand Moisture: 5.6% Stone Moisture: n/a soft Shear COMPRESSIVE STRENGTH DATA Cylinder ID C 52 A C 52 B C 52 C C 52 D Date Cast 7/5/00 7/5/00 7/5/00 7/5/00 �,�° C N Date Tested 7/12/00 8/2/00 8/2/00 8/30/00 �',�o,• • ,. � �1.Jp bird � c Specimen Age ( 7 days) ( 2 8 days) ( 28 days) (5 6 days) ' '��;• ��' ` CO Q • --1 • si h �e o an Cyl.Weight (lbs. ) 29.04 29.10 29.10 29.12an 60 Load (lbs. ) 98, 679 106,680 107,380 �� Stress (psi) 3,490 3,770 3, 800 �4 JQ i Type of Fracture a a a Reviewed by:-O' , C:i -rr— Date: S—_>/`?/ac, 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 Q di Nisi on o f VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Helder M. Nunes Supplier: Tilcon JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/5/00 Cylinder Set No. : C52 Time: 10:35 Truck No. : 434 Class Concrete: 4,000 psi Ticket No. : 236890 Total Quantity 50 cy Batch Time: 9:46 Batch Quantity: 10 cy • Method of Placement: chute Air: Specified: 5-7� Location of Sample: North sidewalk Measured: 5.25 % 20' east of side entrance Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: North sidewalk Unit Weight: 147.99 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 84 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 80 degrees F End Area: 28.27 sq in Date Retrieved: 7/8/00 BATCH TICKET INFORM ON Method of Compression: Neoprene Caps reduced to 1 Cubic yard.) Cem1 612.0 lbs./cu./yd sand: 1428.0 lbs./ctl./yd Types of Fracture Celn2 lbs./ctl./yd water: 252.2 lbs./ctl./yd a b C d e Cein 3 Ibs./ctl./yd Ad I Darex 5.7 o7Jct1./yd Agg 1 3/8" 646.0 Ibs./ctl./yd Ad2 Hycol 18.6 o7Jct1./yd E Agg 2 3/4" 1138.0 lbs./ctl./yd Ad3 wdctl./yd ./\ j l l Agg 3 lbs./ctt./ d Ado 11 y o7J100 CWT-, Com Cone aid Cone aad shay Co(umftar Sand Moisture: 5.6% Stone Moisture: n/a sp;i shear COMPRESSIVE STRENGTH DATA Cylinder ID C 52 A C 52 B C 52 C C 52 D Date Cast 7/5/00 7/5/00 7/5/00 7/5/00 Date Tested 7/12/00 8/2/00 8/2/00 8/30/00 Sp cimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cy1.Weight(lbs. ) 29.04 29.10 29.10 29.12 Load (lbs. ) 98,679 Stress (psi) 3,490 Typ of Fracture a Revi wed by: --:::2-Y. Date: -7 /dJ The information stated on this report may not he reproduced except in its entirely without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc (Ise of the N117-AI'desrl natuon 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 lestin1;were performed in general accordance with the following ASTM standards: C'.39,C 31,C'.94,C 143,C 172,C 192,('231.(`617.and C 1231. i Eastern A Division of =�WLAP Materials Testing Laboratory Eastern Materials Testing Laboratory a division of#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Helder M. Nunes Supplier: Tilcon JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/6/00 Cylinder Set No. : C53 Time: 10:00 Truck No. : ill Class Concrete: 4, 000 psi Ticket No. : 140897 Total Quantity 20 cy Batch Time: 8:48 Batch Quantity:. 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 6.0% Location of Sample: Northern sidewalk 4 Slump Specified: 5.0" max 0' west of front entrance Measured: 5.0" Total Location of Placement: Northern sidewalk Unit Weight: 145.64 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 83 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees FDate Retrieved: 7/8/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICK_F.T INFORMATION(reduced to 1 cubic yard) Cem 1 612.5 lbs./cu./yd Sand: 1412.0 lbs./cu./yd Types of Fracture a b d e Cem2 lbs./cu./yd Water: 238.0 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd E Agg 1 3/811634.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./ydAgg 2 3/4 1130.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 lbs./cis./yd Ado Oz/100 CWT` COM Cam aw Cone aad Shur Columnar Sand Moisture: 4.4% Stone Moisture: 0.0% " Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 53 A C 53 B C 53 C C 53 D Date Cast 7/6/00 7/6/00 7/6/00 7/6/00 a•G`E`�-r . a'�.. .ONNct Date Tested 7/13/00 8/3/00 8/3/00 8/31/00 CT '<< .JA Igo,• ,�, ` Specimen Age ( 7 days) ( 28 days) ( 28 days) (5 6 days) C,QQ Cyl.Weight(lbs. ) 28.58 28.78 28.66 28.50 r � * Load (lbs. ) 92,054 113,800 100,160 117,160 9•'•, �7560 �! O,�• IC NSEQ.• �c,�` Stress (psi) 3,260 4,020 3,540 4,140 S1' AL.EN�\o A Type of Fracture a a d a Reviewed by:/ G 1-(-- Date: 9 ff 'V'/ 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- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/6/00 Cylinder Set No. : C54 Time: 1:05 Truck No. : 134 Class Concrete: 3, 000 psi Ticket No. : WH 3997 Total Quantity 33 cy Batch Time: 12:09 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.25 Location of Sample: Floor slab A.5, 3 Slump Specified: 4.0" max Measured: 4 .0" Total Location of Placement: Floor slab Unit Weight: 152.06 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 85 degrees F �— Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees FDate Retrieved: 7/8/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 452.0 Ibs./cu./yd S a n d: 1674.0 lbs./cu./yd Types of Fracture a b c d e Cem2 79.0 lbs./cu./yd Water: 141.5 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Reo 64.0 oz/cu./yd Agg 1 660.0 lbsdculyd Ad2 oz/cu./yd ri I 1 Agg 2 1122.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 123.0 lbs./cu./yd Ado oz/100 CWT' Conc Cone uid Cone and Shcar Columnar Sand Moisture: 6.0% Stone Moisture: 0.0% S011 Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 54 A C 54 B C 54 C C 54 D Date Cast 7/6/00 7/6/00 7/6/00 7/6/00 Date Tested 7/13/00 8/3/00 8/3/00 8/31/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) ; Cyl.Weight(lbs. ) 29.84 29.70 29.68 29.70 Load (lbs. ) 105, 990 119,140 119, 140 not o •• •' �� tp Stress (psi) 3,750 41210 4,210 tested � N, Type of Fracture a a a Reviewed by: Date: (f 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 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 ° VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Helder M. Nunes Supplier: Tilcon JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/6/00 Cylinder Set No. : C53 Time: 10:00 Truck No. : 111 Class Concrete: 4,000 psi Ticket No. : 140897 Total Quantity 20 cy Batch Time: 8:48 Batch Quantity: 10 cy Method of Placement: chute Air: specified: 5-7$ Measured: 6.0% Location of Sample: Northern sidewalk 40' west of front entrance Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: Northern sidewalk Unit weight: 145.64 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 83 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F End Area: 28.27 sq in Date Retrieved: 7/8/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 612.5 lbs./cu./yd Sand: 1412.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 238.0 lbs./cu./yd Cem 3 lbs./cu./yd Ad I Darex 5.7 oz/cu./yd Agg 1 3/8" 634.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./yd j Agg 2 3/4" 1130.0 lbs./cu./yd Ad3 oz/cu./yd L L I 1 Agg 3 lbs./cu./yd Ado oz/100 CWT Goat Gamic aria Cam&rA Shcat Cotumaac Sand Moisture: 4.4% Stone Moisture: 0.0% Svut Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 53 A C 53 B C 53 C C 53 D %,�0 �O rr of Date Cast 7/6/00 7/6/00 7/6/00 7/6/00 low Date Tested 7/13/00 8/3/00 8/3/00 8/31/00 ;' C')�;' ;G't Specimen Age ( 7 days) ( 2 8 days) ( 2 8 days) (5 6 days) low /}.me ♦ .15120 'L.. C 1.Wei ht(lbs.) 28.58 28.78 28.66 28.50 %' '•. �t 4�.-',, ' ',e Y 9 Load (lbs.) 92,054 113,800 100,160 d1A1!!11 Stress (psi) 3,260 4,020 3,540 Type of Fracture a a d J Reviewed by: Date: (f I 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 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 F�WLAP Materials TestinLaboratory Eastern Materiels Testing Laboratory a division of #10315-o JAWORSKI GEOTECH, INC. ° JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Helder M. Nunes Supplier: Tilcon JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/6/00 Cylinder Set No. : C53 Time: 10:00 Truck No. : III Class Concrete: 4,000 psi Ticket No. : 140897 Total Quantity 20 cy Batch Time: 8:48 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 6.0% Location of Sample: Northern sidewalk 40' west of front entrance Slump Specified: 5.0" max Measured: 5.0" Total Location of Placement: Northern sidewalk Unit Weight: 145.64 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 83 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F End Area: 28.27 sq in Date Retrieved: 7/8/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic,,> >rd) Cem 1 612.5 lbs./ctl./yd Sand: 1412.0 lbs./ctl./yd Types of Fracture Celn2 lbs./ctl./yd water: 238.0 lbs./ctl./yd a b C d e Cem 3 lbs./ctl./yd Ad 1 Darcx 5.7 oz/ctl./yd Agg 1 3/8" 634.0 lbs./ctl./yd Ad2 Hycol 18.5 oz/ctl./yd X 1 L j Agg 2 3/4" 1130.0 lbs./ctl./yd Ad3 oz/cu./yd Agg 3 lbs./cu./yd Ado 07J100 CWT. Cow ("root aid rw aad Shin Cdumau Sand Moisture: 4.4% Stone Moisture: 0.0% SOO Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 53 A C 53 B C 53 C C 53 D Date Cast 7/6/00 7/6/00 7/6/00 7/6/00 Date Tested 7/13/00 8/3/00 8/3/00 8/31/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 28.58 28.78 28.66 28.50 Load (lbs. ) 92,054 Stress (psi) 3,260 Type of Fracture a Reviewed by: Date: The information stated on this report may not be reproduced except in its entirely without the express written consent ofEastern Materials Testing a division ofJaworski Geotech,Inc. Use of the NO AP designation does not represent endorsement by the NIST or NVL AP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and tasting 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 Testin Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/6/00 Cylinder Set No. : C54 Time: 1:05 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : WH 3997 Total Quantity 33 cy Batch Time: 12:09 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: no air Measured: 1.25 $ Location of Sample: Floor slab A.5, 3 Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Floor slab Unit Weight: 152.06 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 85 degrees F Ambient Temp: 75 degrees F Cylinder Size: 6 X 12 inches Date Retrieved: 7/8/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic 3 lyd) Celnl 452.0 lbs./ctl./yd sand: 1674.0 lbs./ctl./yd Types of Fracture Cem2 79.0 lbs./ctl./yd water: 141.5 lbs./ctl./yd a b C d e Cem 3 lbs./cu./yd Ad 1 Reo 64.0 ozlcu./yd t 1 Agg 1 660.0 lbs./ctl./yd Ad2 ozlcu./yd ' 1 / j Agg 2 1122.0 lbs./cti./yd Ad3 oz/cti./yd X ~ / 11 Agg 3 123.0 Ibs./ctl./yd Ad-1 oz/100 CWT; � ` ` / ` 1 COW Goat aid Coat MW Shag Cotae►au Sand Moisture: 6.0% Stone Moisture: 0.0% spGi Sha( COMPRESSIVE STRENGTH DATA Cylinder ID C 54 A C 54 B C 54 C C 54 D Date Cast 7/6/00 7/6/00 7/6/00 7/6/00 Date Tested 7/13/00 8/3/00 8/3/00 8/31/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.84 29.70 29.68 29.70 Load (lbs. ) 105,990 Stress (psi) 3,750 Type of Fracture a , Reviewed byl-- � Date: 7 14 The information stated on this report may not be reproduced crcept in its entirety without the express written consent of Eastern Materials Testing a division ofJaworski(.ieotech,Inc. (Ise of the N17.4P designation does not represent endorsement by the NI.ST or NPL AP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and testing were performed in general accordance with the following ASTW standards: C'.39,C31,C94,C'.143,C172,C192,('231.C617.andC1231. A Division of Eastern - Materials Testing Laboratory Eastern Materials Testing Laboratory a di 4si on of o _eo�oeC'e VLAP#10315-o JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/8/00 Cylinder Set No. : C55 Time: 11:35 Truck No. : 131 Class Concrete: 3,000 psi Ticket No. : 197660 Total Quantity 20 cy Batch Time: 10:17 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.25 % Location of Sample: Floor slab A.5, 2.2 Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Floor slab Unit Weight: 151.45 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 81 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 75 degrees F End Area: 28.27 sq in Date Retrieved: 7/12/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) Ceml AtlanticR 454.0 lbs./ctl./yd Sand: 1676.0 lbs./ctl./yd Types of Fracture Cem2 New Cem 89.0 lbs./cu./yd Water: 134.4 lbs./cu./yd a b c d e Cem 3 Ibs./ctl./yd Ad I MB 997 62.9 orJcu./yd N Agg 1 1/2"TR 660.0 lbs./cu./yd Ad2 oz/cu./yd j 11 Agg 2 3/8"TR 120.0 lbs./ctl./yd Ada orJctl./yd A / 11 Agg 3 3/4"TR 1092.0 lbs./cu./yd Ado o7J100 CWT. Cone Cone aid C'W AVA Shur Colufflaac Sand Moisture: 6.9% Stone Moisture: 0.0% SgAn Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 55 A C 55 B C 55 C C 55 D Date Cast 7/8/00 7/8/00 7/8/00 7/8/00 Dat Tested 7/15/00 8/5/00 8/5/00 9/2/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 29.72 29.80 29.70 29.82 Load (lbs. ) 81,177 Stress (psi) 2,870 Type of Fracture a Reviewed by3--�. Date: '7// 7/0J The information stated on this report may not be reproduced except in its entirety without the express written consent ofEastern Waterials Testing a division ofJaworskt Geotech,Inc. Ilse of the NI,LIP designation does not represent endorsement by the NISI or NIVLAP.Reports are relevant only to items tested,and no other attribution may he made. Sampling and tasting were performed in general accordance with the followinAASTM standards: C:39,C'.31,C94,C:143,C172,C'192,C231.('617.and C1231. Eastern A Division of lwlalerials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: M. Kraemer PLACEMENT DATA Placement Date: 7/8/00 Cylinder Set No. : C55 Time: 11:35 Truck No. : 131 Class Concrete: 3, 000 psi Ticket No. : 197660 Total Quantity 20 cy Batch Time: 10:17 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 1.25 Location of Sample: Floor slab A.5, 2.2 Slump Specified: 4.0" max Measured: 4.5" Total Location of Placement: Floor slab Unit Weight: 151.45 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 81 degrees F �-- Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees FDate Retrieved- 7/12/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 AtlanticR 454.0 lbs./cu./yd S a n d: 1676.0 lbs./culyd Types of Fracture a b c d e Cem2 New Cem 89.0 lbs./cu./yd Water: 134.4 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 MB 997 62.9 oz/cu./yd i Agg 1 1/2"TR 660.0 lbs./cu./yd Ad2 oz/cu./yd ^ Agg 2 3/8"TR 120.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 3/4"TR 1092.0 lbs./cu./yd AM oz/100 CWT coM Cone aria Cone and St►c:f Columnar Sand Moisture: 6.9% Stone Moisture: 0.0% Split COMPRESSIVE STRENGTH DATA Cylinder ID C 55 A C 55 B C 55 C C 55 D Date Cast 7/8/00 7/8/00 7/8/00 7/8/00 GO Nkr Date Tested 7/15/00 8/5/00 8/5/00 9/2/00 ' 0JAW Specimen Age ( 7 days) ( 2 8 days) ( 28 days) (56 days) J);CJ Cyl.Weight(lbs. ) 29.72 29.80 29.70 29.82 R Load (lbs. ) 81, 177 106,680 102,730 not �p EN Stress (psi) 2, 870 3,770 3,630 tested NA Type of Fracture a a a Reviewed by: Date: �/7/CX/ 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 Testin Laboratory Eastern Materials Testing Laboratory a division of ° VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7/13/00 Cylinder Set No. : C56 Time: 5:40 Truck No. : 163 Class Concrete: 3,500 psi Ticket No. : 4730 Total Quantity 100 cy Batch Time: 4:56 - Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 6.5% Location of Sample: Loading dock exterior slab Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Loading dock exterior slab Unit Weight: 146.46 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 62 degrees F End Area: 28.27 sq in Date Retrieved: 7/14/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 570.0 lbs./cu./yd Sand: 1438.0 lbs./cu./yd a b C d e Cem2 lbs./cu./yd Water: 184.5 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Air 5.0 oz/cu./yd Agg 1 1/2" 648.0 lbs./cu./yd Ad2 Reo 38.8 oz/cu./yd A i t Agg 2 3/8" 741.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 3/4" 1812.0 lbs./cu./yd Ado ozJ100 CWT Cork Colic aid Coat and $hc:r Cdumaar Sand Moisture: n/a Stone Moisture: n/a Split Sht:r COMPRESSIVE STRENGTH DATA Cylinder ID C 56 A C 56 B C 56 C C 56 D . F Date Cast 7/13/00 7/13/00 7/13/00 7/13/00 J�••. OlV11I� , Date Tested 7/20/00 8/10/00 8/10/00 9/7/00 ��• �' AW0,9•.�®mot`a ;•c� I sf.e Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) CO Cyl.Weight(lbs.) 28.74 28.50 28.78 28.62 Q OQ; 17 Load (lbs.) 86,112 110,440 94,130 0�.'••�! E �•••••� �� Stress (psi) 3,050 3,910 3,330 Type of Fracture a a d Reviewed by: ,--- Date: �' /YC)v 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 - Uaterials _ Testing Laboratory Eastern Materials Testing Laboratory a division q/ oa NVLAP#10315-0 JAWORSKI GEOTECH, INC. ° JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7,13,00 Cylinder Set No. : C57 Time: 7:10 Truck No. : 108 Class Concrete: 3,500 psi Ticket No. : 4735 Total Quantity 100 cy Batch Time: 5:57 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 6.0% Location of Sample: Loading dock exterior slab Slump Specified: 4.0" max Measured: 3.75" Total Location of Placement: Unit Weight: 147.07 lbs/cu./ft. Loading dock exterior slab Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 76 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 62 degrees FDate Retrieved: 7/14/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 572.0 lbs./cu./yd Sand: 1443.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 179.5 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Air 4.9 oz/cu./yd Agg 1 1/2" 651.0 lbs./cu./yd Ad2 Reo 39.2 oz/cu./yd 1 / X, A Fill Agg 2 1050.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 930.0 lbs./cu./yd AN oz/100 CWT Cow Ca c acid Cock avA Ska, Columnu Sand Moisture: n/a Stone Moisture: n/a so;( Shut- COMPRESSIVE STRENGTH DATA Cylinder ID C 57 A C 57 B C 57 C C 57 D 11811118100 Date Cast 7/13/00 7/13/00 7/13/00 7/13/00 ° F•G...... Date Tested 7/20/00 8/10/00 8/10/00 9/7/00 Q�" •y JA IV, .Q° �o Specimen Age ( 7 days) ( 2 8 days) ( 28 days) (56 days) . # Cyl.Weight(lbs. ) 28.86 28.90 28.90 28.54 -O o A: Load (lbs.) 90,175 105,910 105,317 not �` •� ENS° ,.••'�� •°� •� �Aw Stress (psi) 3,190 3,750 3,720 tested �poRl ; `'~ Type of Fracture a a a Reviewed by: 14— Date: g///Y Chu 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 o1 VLAP#10315- JAWORSKI GEOTECH, INC. ° JAWORSKI CONCRETE DATA SUMMARY GEOTECH, INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7/13/00 Cylinder Set No. : C56 Time: 5:40 Truck No. : 163 Class Concrete: 3,500 psi Ticket No. : 4730 Total Quantity 100 cy Batch Time: 4:56 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 6.5% Location of Sample: Loading dock exterior slab Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Loading dock exterior slab Unit Weight: 146.46 lbs/cu•/ft• Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 62 degrees F End Area: 28.27 sq in Date Retrieved: 7/14/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic,Yard) Cem 1 570.0 lbs./cu./yd Sand: 1438.0 lbs./cu./yd Types of Fracture a b C d e Cem2 lbs./cu./yd Water: 184.5 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Air 5.0 oz/cu./yd t Agg 1 1/2" 648.0 lbs./cu./yd Ad2 Reo 38.8 oz/cu./yd �� ri it Agg 2 3/8" 741.0 lbs./cu./yd Ad3 oz/cu./yd \ / 11 / \ Agg 3 3/4" 1812.0 lbs./cu./yd AM oz/100 CWT' '4 V Cone Gonc anQ Cone and r Cdumnu Sand Moisture: n/a Stone Moisture: n/a Split st"l` COMPRESSIVE STRENGTH DATA Cylinder ID C 56 A C 56 B C 56 C C 56 D Date Cast 7/13/00 7/13/00 7/13/00 7/13/00 Date Tested 7/20/00 8/10/00 8/10/00 9/7/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl•Weight(lbs• ) 28.74 28.50 28.78 28.62 Load (lbs• ) 86,112 Stress (psi) 3,050 Type of Fracture a Reviewed by: ,e-- -'-- 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. r Eastern A Division of - Materials Laboratory Eastern Materials Testing Laboratory a division of O 0 NVLAP#10315-0 JAWORSKI GEOTECH, INC. ' 1-0.000 JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7/13/00 Cylinder Set No. : C56 Time: 5:40 Truck No. : 163 Class Concrete: 3,500 -psi Ticket No. : 4730 Total Quantity 100 cy Batch Time: 4:56 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 6.5% Location of Sample: Loading dock exterior slab Slump Specified: 4.0" max Measured: 3.0" Total Location of Placement: Loading dock exterior slab Unit Weight: 146.46 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 78 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 62 degrees FDate Retrieved: 7/14/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Ceml 570.0 lbs./cu./yd Sand: 1438.0 lbs./cu./yd Types of Fracture a b c d e Cem2 lbs./cu./yd Water: 184.5 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Air 5.0 oz/cu./yd ♦ / Agg 1 1/2" 648.0 lbs./cu./yd Ad2 Reo 38.8 oz/cu./yd .X Agg 2 3/8" 741.0 lbs./cu./yd Ad3 oz/cu./yd / ♦ / ♦ E t I Agg 3 3/4" 1812.0 lbs./cu./yd Ado ozJ 100 CWT Comae Com aiW Cope avA Sku Colamnac Sand Moisture: n/a Stone Moisture: n/a Split Shar COMPRESSIVE STRENGTH DATA Cylinder ID C 56 A C 56 B C 56 C C 56 D Date Cast 7/13/00 7/13/00 7/13/00 7/13/00 '`is� �'`4e-0 Date Tested 7/20/00 8/10/00 8/10/00 9/7/00 4JIVN�C��o, E Specimen Age ( 7 days) ( 2 8 days) ( 2 8 days) (5 6 days) �j�:•QQ 0,9�.O� Cyl.Weight(lbs.) 28.74 28.50 28.78 28.62 7 ' N 17560 Load (lbs.) 86,112 110,440 94,130 105,790 0 '• Stress (psi) 3,050 3,910 3,330 3,740 G♦� e of Fracture a a -,, NAL�N • Type d a Reviewed by: Date: ?1!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 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. I � I ` tf Eastern A Division of Materials Testing Laboratory Eastern Materials Testing Laboratory a division of = VLAP#10315-o JAWORSKI GEOTECH, INC. ••''� JAWORSKI CONCRETE DATA SUMMARY coTECH,INC. Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: J. Anderson PLACEMENT DATA Plac m nt Date: 7/13/00 Cylinder Set No. : C57 Time: 7:10 Truck No. : 108 Class Concrete: 3,500 psi Ticket No. : 4735 Total Quantity 100 cy Batch Time: 5:57 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7$ Measured: 6.0% Location of Sample: Loading dock exterior slab Slump Specified: 4.0" max Measured: 3.75" Total Location of Placement: Unit Weight: 147.07 lbs/cu./ft. Loading dock exterior slab Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 76 degrees F Cylinder Size: 6 X 12 inches Ambient Temp: 62 degrees F End Area: 28.27 sq in Date Retrieved: 7/14/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION (reduced to 1 cubic yard) f Ceml 572.0 lbs./cu./yd sand: 1443.0 lbs./cu./yd Types of Fracture Cem2 lbs./cu./yd water: 179.5 lbs./cu./yd a b c d e Cem 3 ibs./cu./yd Ad l Air 4.9 ovkt yd t Agg 1 1/2" 651.0 lbs./cuJ),d Ad2 Reo 39.2 o-/Jcti./Yd \ % Agg 2 1050.0 lbs./cu./yd Ada o;,Jcu./yd .\ ik %� 1 Agg 3 930.0 lbs./cll./yd Ado ozJ100 CWT t I I Sand Moisture: tl/a Stone Moisture: li/,l Co�c Goacsrd < Cdamaa� Spla Sit"( COMPRESSIVE STRENGTH DATA Cylinder ID C 57 A C 57 B C 57 C C 57 D Date Cast 7/13/00 7/13/00 7/13/00 7/13/00 Date Tested 7/20/00 8/10/00 8/10/00 9/7/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl.Weight(lbs. ) 28.86 28.90 28.90 28.54 Load (lbs. ) 90, 175 Stress (psi) 3,190 Type of Fracture a Reviewed by: / Date: ',7 The information stated on this report may not he reproduced ercept in its entirely without the express written consent of Eastern Materials Testing a division ofJaworski Geotech.Inc. Use of the Nl 7:1'de.signatcon dot's not represent endorsement by the NIST or NH AP.Reports are relevant only to items tested,and no other attribution may he made. Samphn,i!and lesting were per/brined to general accordance with the following ASTM standards: i ` C39,C.31,C94,C143,C172,C/92,('231,('017.and C/231. F A Division of Eastern ® Materials Testing Laboratory Eastern Materials Testing Laboratory a division of VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7/17/00 Cylinder Set No. : C58 Time: 10:10 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 4848 Total Quantity 20 cy Batch Time: 9:16 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 2.5% Location of Sample: Column line A-1 Slump Specified: 4.0^ max Measured: 4.0" Total Location of Placement: Unit Weight: 151.05 lbs/cu./ft• Front entrance, column line A-1 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 78 degrees F End Area: 28.27 sq in Date Retrieved: 7/21/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 452.0 lbs./cu./yd Sand: 1689.0 lbs./cu./yd a b C d e Cem2 79.0 lbs./cu./yd Water: 130.0 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Reo 63.6 oz/cu./yd \ / 1 Agg 1 690.0 lbs./cu./yd Ad2 oz/cu./yd xx ri Agg 2 102.0 lbs./cu./yd Ad3 oz/cu./yd Agg 3 1101.0 lbs./cu./yd Ado oz/100 CWT ' Comic Cow aril Com and Skar Column&( Sand Moisture: 6.8% Stone Moisture: n/a splt1 Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 58 A C 58 B C 58 C C 58 D Date Cast 7/17/00 7/17/00 7/17/00 7/17/00 Date Tested 7/24/00 8/14/00 8/14/00 9/11/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl•Weight(lbs• ) 29.64 29.58 29.46 29.64 Load (lbs• ) 79,793 Stress (psi) 2,820 Type of Fracture �7!as C�Reviewed by: /� G' Date: 7 oC) 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 o1 � 00 O ae OHO p�pip VLAP#10315-0 JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: Gargiulo Concrete Supplier: Aiudi JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7/17/00 Cylinder Set No. : C58 Time: 10:10 Truck No. : 134 Class Concrete: 3,000 psi Ticket No. : 4848 Total Quantity 20 cy Batch Time: 9:16 Batch Quantity: 10 cy Air: Specified: no air Method of Placement: chute Measured: 2.5°s Location of Sample: Column line A-1 Slump Specified: 4.0" max Measured: 4.0" Total Location of Placement: Unit Weight: 151.05 lbs/cu./ft. Front entrance, column line A-1 Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 80 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 78 degrees FDate Retrieved: 7/21/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 452.0 lbs./cu./yd S a n d: 1689.0 lbs./cu./yd Types of Fracture a b d e Cem2 79.0 lbs./cu./yd Water: 130.0 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Reo 63.6 oz/cu./yd / El Agg 1 690.0 lbs./cu./yd Ad2 oz/cu./yd ��Agg 2 102.0 lbs./cu./yd Ad3 oz/cu./yd I I Agg 3 1101.0 lbs./cu./yd Ad4 oz/100 CWT' CAM Coac aw GoeK_VA Ski( Cdumaat Sand Moisture: 6.8% Stone Moisture: n/a 'i � COMPRESSIVE STRENGTH DATA Cylinder ID C 58 A C 58 B C 58 C C 58 D Date Cast 7/17/00 7/17/00 7/17/00 7/17/00 A W0 X� Date Tested 7/24/00 8/14/00 8/14/00 9/11/00 �0:C! e Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) Q 1 e Cyl.Weight(lbs. ) 29.64 29.58 29.46 29.64 •: 0�;' �! ENS• �z Load (lbs.) 79,793 106,580 105,590 not ��et aa• Stress (psi) 2,820 31770 3,730 tested Type of Fracture a a a Revi wed by: 111e�el4l— 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 NISI or NVLAP.Reports are relevant only to LC3s tested,and no other attribution may be made. Sampling and testing were performed in general accordance with thefollowing ASTM standards: 9.C 31,C 94,C 143,C 172,C 192,C 231,C 617,and C 1231. A Division of Eastern .` - Materials Test ing Laboratory Eastern Materials Testing Laboratory a division of ° VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRF_.TF. DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: H.M. Nunes Supplier: Tilcon JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7/18/00 Cylinder Set No. : C59 Time: 9:46 Truck No. : 132 Class Concrete: 4,000 psi Ticket No. : 237326 Total Quantity 20 cy Batch Time: 8:51 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7� Measured: 5.0% Location of Sample: Front entrance sidewalk Slump Specified: 4.0" max Measured: 3.5" Total Location of Placement: Front entrance sidewalk Unit Weight: 146.87 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 70 degrees F End Area: 28.27 sq in Date Retrieved: 7/21/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 610.0 lbs./cu./yd Sand: 1396.0 lbs./cu./yd a b c d e Cem2 lbs./cu./yd Water: 213.2 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd \ 1 LA/ Agg 1 3/8" 648.0 lbs./cu./yd Ad2 oz/cu./ydAgg 2 3/4" 1130.0 lbs./cu./yd Ad3 oz/cu./yd I 1 Agg 3 lbs./cu./yd Ado oz/100 CWT co�c Go�c a,�a cue and Spur Columnar Sand Moisture: 3.7% Stone Moisture: n/a Split Sher COMPRESSIVE STRENGTH DATA Cylinder ID C 59 A C 59 B C 59 C C 59 D Date Cast 7/18/00 7/18/00 7/18/00 7/18/00 C0 N,r;, Date Tested 7/25/00 8/15/00 8/15/00 9/12/00 q, ,iA�,0191 Specimen Age ( 7 days) ( 2 8 days) ( 28 days) (5 6 days) `yam `� g A e Cyl.Weight(lbs. ) 28.82 28.92 28.90 28.98 Load (lbs.) 98,382 131,110 125,250 not ��,�.' .�/ S��,• �� Stress (psi) 3,480 4,640 4,430 tested Type of Fracture a a a Reviewed by: l/- - Date: a- /` (�d 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 Testing Laboratory Eastern Materials Testing Laboratory a division of ° NVLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: H.M. Nunes Supplier: Tilcon JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7/18/00 Cylinder Set No. : C59 Time: 9:46 Truck No. : 132 Class Concrete: 4,000 psi Ticket No. : 237326 Total Quantity 20 cy Batch Time: 8:51 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured' 5.0% Location of Sample: Front entrance sidewalk Slump Specified- 4.0" max Measured: 3.5" Total Location of Placement: Unit Weight: 146.87 lbs/cu-/ft- Front entrance sidewalk Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 74 degrees F Ambient Temp: 70 degrees F Cylinder Size: 6 x 12 inches Date Retrieved' 7/21/00 End Area: 28.27 sq in Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Types of Fracture Cem 1 610.0 lbs./cu./yd Sand: 1396.0 lbs./cu./yd a b C d e Cem2 lbs./cu./yd Water: 213.2 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd \ / Agg 1 3/8" 648.0 lbs./cu./yd Ad2 oz/cu./yd A Agg 2 3/4" 1130.0 lbs./cu./yd AD oz/cu./yd / / \ / \ Agg 3 lbs./cu./yd Ad4 oz/100 CWT ' Comae CAW aM Gaye and Saar Columnar Sand Moisture: 3.7% Stone Moisture: n/a Spla Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 59 A C 59 B C 59 C C 59 D Date Cast 7/18/00 7/18/00 7/18/00 7/18/00 Date Tested 7/25/00 8/15/00 8/15/00 9/12/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl-Weight(lbs- ) 28.82 28.92 28.90 28.98 Load (lbs- ) 98,382 Stress (psi) 3,480 Type of Fracture a Reviewed by: /�� Date: 7 Z 6113J 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 VLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH, INC. CONCRETE. DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores SubContractor: H.M. Nunes Supplier: Tilcon JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7/19/00 Cylinder Set No. : C60 Time: 8:50 Truck No. : 107 Class Concrete: 4,000 psi Ticket No. : 141308 Total Quantity 40 cy Batch Time: 8:02 Batch Quantity: 10 cy Air: Specified: 5-7% Method of Placement: chute Measured: 5.5% Location of Sample: Sidewalk front entrance Slump Specified: 4.0" max ramp Measured: 4.0" Total Location of Placement: Unit Weight: 149.41 lbs/cu•/ft• Front entrance ramp and north side sidewalk Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 72 degrees F �- Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees F End Area: 28.27 sq in Date Retrieved: 7/21/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic,Yard) Fracture Cem 1 611.0 lbs./cu./yd S a n d: 1428.0 lbs./cu./yd Types of a b d e Cem2 lbs./cu./yd Water: 222.4 lbs./cu./yd Cem 3 lbs./cu./yd Ad 1 Darex 5.7 oz/cu./yd Agg 1 3/8" 636.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./yd n i Agg 2 3/4" 1132.0 lbs./cu./yd Ad3 oz/cu./yd % Agg 3 lbs./cu./yd Ado oz/100 CWT'V- 'Y V a 2 Comic COM aM Cam and Shc:r Columaat Sand Moisture: 5.6% Stone Moisture: n/a sp't Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 60 A C 60 B C 60 C C 60 D Date Cast 7/19/00 7/19/00 7/19/00 7/19/00 Date Tested 7/26/00 8/16/00 8/16/00 9/13/00 Specimen Age ( 7 days) ( 28 days) ( 28 days) ( 56 days) Cyl•Weight(lbs• ) 29.32 29.46 29.22 29.44 Load (lbs• ) 87,604 Stress (psi) 3,100 Type of Fracture a Reviewed b Y Date: Itywithout The information stated on this report may not be reproduced except in its entir 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 F=m Laboratory Eastern Materials Testing Laboratory a division of NVLAP#10315- JAWORSKI GEOTECH, INC. JAWORSKI GEOTECH,INC. CONCRETE DATA SUMMARY Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction Client: Target Stores Subcontractor: H.M. Nunes Supplier: Tilcon JGI Representative: J. Anderson PLACEMENT DATA Placement Date: 7/19/00 Cylinder Set No. : C60 Time: 8:50 Truck No. : 107 Class Concrete: 4, 000 psi Ticket No. : 141308 Total Quantity 40 cy Batch Time: 8:02 Batch Quantity: 10 cy Method of Placement: chute Air: Specified: 5-7� Measured: 5.5% Location of Sample: Sidewalk front entrance Slump Specified: 4.0" max ramp Measured: 4.0" Total Location of Placement: Front entrance ramp and north side sidewalk Unit Weight: 149.41 lbs/cu./ft. Plastic Wt. : Cylinder Wt. : X Concrete Temperature: 72 degrees F Cylinder Size: 6 x 12 inches Ambient Temp: 75 degrees F End Area: 28.27 sq in Date Retrieved: 7/21/00 Method of Compression: Neoprene Caps BATCH TICKET INFORMATION(reduced to 1 cubic yard) Cem 1 611.0 lbs./cu./yd S a n d: 1428.0 lbs./cu./yd Types of Fracture a b c d e Cem2 lbs./cu./yd Water: 222.4 lbs./cu./yd Cem 3 lbs./cu./yd Ad I Darex 5.7 oz/cu./yd \ I L Agg 1 3/8" 636.0 lbs./cu./yd Ad2 Hycol 18.5 oz/cu./yd LKAgg2 3/4" 1132.0 lbs./cu./yd Ad3 oz/cu./yd \ i Agg 3 lbs./cu./yd Ad4 oz/100 CWT ` Cons Cone MW Cone an0 Shin Columnar Sand Moisture: 5.6% Stone Moisture: n/a Sp" Shur COMPRESSIVE STRENGTH DATA Cylinder ID C 60 A C 60 B C 60 C C 60 D Date Cast 7/19/00 7/19/00 7/19/00 7/19/00 • Date Tested 7/26/00 8/16/00 8/16/00 9/13/00 A�' .'� JAty*', , �o O Specimen Age ( 7 days) ( 28 days) ( 28 days) (56 days) ; Cyl.Weight(lbs. ) 29.32 29.46 29.22 29.44 * '- Load (lbs. ) 87,604 140,400 142, 180 not C NSV® Stress (psi) 3,100 4, 970 5,030 tested "S;S�O� 4t��a�'� Type of Fracture a a a Reviewed by:/�G Date: crr-- /� 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.