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Home My WebLink About260 Chapel Road (5)VIALS Te— L T Ci y iRI-STATE MAT I_,RIALS TESTING LAB INC.. CONNEC7ICUT DIVISION 1_1'?"NORTH PL.-UNS 1NDUSiRIAL ROAD - :VALLINGFORD.CONNECT ICUT 06492.1203)949-7733 FAX(203'i 949-7735 ON ENGt" Client: Design Tec Report#: 014 Page 1 of 1 17 Sparks St. Date: 07/06/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C3 ,C143.C231,C173.C1064,C138.) Truck Ticket Batch Disch. Samp. % Air Slump Conc.Unit WT Field Design No. , No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 116 174552 11:50 12:30 12:45 6.5 4.5 84 1-4 3000 Location(s)of Pour: Pier footings on line 13 at B,C,D,E and F. Remarks: Supplier: A Aiudi Contractor: Design Tec Inspector: Jason Farr TSMTL Weather: Clear Air Temp. 96 Total Yardage Placed: 12.5 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6" D x 12"IT! Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) 1106- Lbs.) 1 72937 07/06/99 07/07/99 07/13/99 7 28.27 78,000 B 2760 2 72938 07/06/99 07/07/99 08/03/99 28 28.27 98,000 C 3470 Yes 3 72939 07/06/99 07/07/99 08/03/99 28 28.27 102,000 B 3610 Yes 4 72940 07/06/99 07/07/99 08/03/99 28 28.27 100,000 B 3540 Yes t t Reported To: Design Tec Inc. A M Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear 5y The above reported data is the property of the client. No reproduction of the abov--eta without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J. White, P.E ti•v ;:':.`T ' yi , Tri• Materials Testing accepts no liability for work executed by others. ab NVLAP does not endorse the product of this report E• i7 1N L Q/ T -S T' E MATIRIAb.STESTING LAB INC.. CONNEL.IC'i DIVISION l?!7"NORTH PL.=MS I:1fDUSTM L.ROAD • 'WALLINGFORD.CONNEt i ICUT 06492• 1203)949-"'== =nX(203)949-7i35 ua 2 Oiy `yu• Client: Design Tec Report#: 008 Page 1 of 1 17 Sparks St. Date: 06/30/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143.C231,C173.C1064.C138.,) Truck Ticket Batch Disch. Samp. % Air Slump Cone.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 31 174507 3:25 3:35 3:40 3.5 3.5 76 1-4 3000 Location(s)of Pour: Footing on column line A from 11 to 13 line. Remarks: Supplier: A Aiudi Contractor: Design Tec Inspector: Jason Farr TSMTL Weather: Clear Air Temp. 87 Total Yardage Placed: 20 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6" D x 12"H) eld# Seal# Date Date Date Age, Cross-Sect.,Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) 1050- Lbs.) 1 1 06/30/99 07/01/99 07/07/99 7 28.27 82,000 C 2900 2 2 06/30/99 07/01/99 07/28/99 28 28.27 106,000 B 3750 Yes 3 3 06/30/99 07/01/99 07/28/99 28 28.27 112,000 A 3960 Yes 4 4 06/30/99 07/01/99 07/28/99 28 28.27 110,000 A 3890 Yes Reported To: Design Tec Inc. A M Submitted By Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear p•. 00r,:;z•. •:;- The above reported data is the property of the client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J. White,P.E Tri-SlAe Materials Testing accepts no liability for work executed by others. NVL... does not endorse the product ofthis report NEW YORK C IV • LONG ISLAND • EDISON.N( • WALLI:NGFORD. CT • DOVER.DE 4P e:RIALS TEST'S iF l TRI-STATE MATERIALS TESTING LAB INC. CONNECTICUT DIVISION 121'P"NORTH PLAINS INDUSTRIAL ROAD • INALLINGcORD"CONNECTICUT 06492• 1203)949-7733 FAX(203)949-7735 c TioN ENG N( G AI Client: Design Tec Report#: 012 Page 1 of 1 17 Sparks St. Date: 07/08/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143.C231.C173•C1064.C138.) Truck Ticket Batch Disch. Samp. %Air Slump Cone.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 142 174599 1:15 1:25 1:45 2 4 90 1-4 3000 128 174600- 2:15 2:30 2:35 1.5 0 89 5-8 3000 Location(s)of Pour: Foundation wall on D.7 from 8 to 9 line inside and outside wall on column line D.8 from 9 to 11 line and on 9 from DA to D.9 line at existing loading dock area. Footing on column line 11.1 from D.9 to G line. Remarks:First truck air content was 2%Harry called the plant.The second truck air content was 1.5%, Superintendent was notified. Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 87 Total Yardage Placed: 26 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1083- Lbs.) 1 33835 07/08/99 07/09/99 07/15/99 7 28.27 74,000 C 2620 2 33836 07/08/99 07/09/99 08/05/99 28 28.27 114,000 B 4030 Yes 3 33837 07/08/99 07/09/99 08/05/99 28 28.27 120,000 A 4240 Yes 4 33838 07/08/99 07/09/99 08/05/99 28 28.27 116,000 B 4100 Yes Reported To: Design Tec Inc. Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear The a-6—.reported data is the property of the client. No reproduction of the abo .without the sole permission of Tri-State Materials Testing Lab.Inc. Neal J. White,P.E Tri-State Materials Testing accepts no liability for work executed by others. 4 NVLAP does not endorse the product of this report Ire H c- w y,lawl a1ea%ALs-r.3 c A7 m TRI-STATE MATERIALS TESTING LAB INC,. CONNECTICUT DIVISION 12I"P"NORTH PLAINS INDUSTRIAL ROAD WALLIIVGFORD.CONNEC T ICUT 06492• (203)949-711 33 FAX(203)949-7,735 wu P` 2C?A cT1GN ENG N Client: Design Tec Report#: 013 Page 1 of 1 17 Sparks St. Date: 07/09/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143.C231.C173.C1064.C138.) Truck Ticket Batch Disch. Samp. %Air Slump I Conc.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 155 174610 1:30 5.5 3.75 87 0 3000 171611- 2:00 2:10 2:20 6.0 3.5 89 1-4 3000 Location(s)ofPour: Foundation wall on column line A from 11.1 to 13 line. Remarks:On the first truck no samples were taken. On the second truck 35oz.of air was added in order to meet the required air content Supplier: Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 94 Total Yardage Placed: 17.5 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1139- Lbs.) 1 33839 07/09/99 07/10/99 07/16/99 7 28.27 82,000 A 2900 2 33840 07/09/99 07/10/99 08/06/99 28 28.27 108,000 B 3820 Yes 3 33841 07/09/99 07/10/99 08/06/99 28 28.27 114,000 A 4030 Yes 4 33842 07/09/99 07/10/99 08/06/99 28 28.27 112,000 A 3960 Yes Reported To: Design Tec Inc. Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear The above reported data is the property of the client. No reproduction ofthe abov,r.data without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J. White,RE Tri- Materials Testing accepts no liability for work executed by others. NVLAP does not endorse the product ofthis report t Vic-Y< e*MALS iE^ 4 T R1-STAMAE MA ERIALS TI;SiING LAB INC.. CON1 E--=C:,7 DIVISION 121'7"`10RTH PLAINS iNDUSTRlAL ROAD :VAL.L.TNG70RD.CONNEL—. ICL7 06492-t2031 949-",33 • FAX i2031949--7:5 Client: Design Tec Report#: 015 Page 1 of 1 17 Sparks St. Date: 07/12/99 Plainville, CT. 06062 Project: GCR Truck Tire Cemer CONCRETE FIELD DATA(ASTM C31.C143,C231.C173.C1064•C138.) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No.No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 128 174627 12:37 1:10 1:30 5.7 4.5 71 1-4 3000 Location(s)of Pour: Foundation wall on line 13 from A to F. Remarks: Supplier: Aiudi Contractor: Design Tec Inspector: Joshua Tanner TSMTL Weather: Clear Air Temp. 79 Total Yardage Placed: 14 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1134- 1 Lbs.) 1 72141 07/12/99 07/13/99 07/19/99 7 1 28.27 78,000 C 2760 2 72142 07/12/99 07/13/99 08/09/99 28 28.27 106,000 C 3750 Yes 3 72143 07/12/99 07/13/99 08/09/99 28 28.27 112,000 B 3960 Yes 4 72144 07/12/99 07/13/99 08/09/99 28 28.27 109,000 C 3860 Yes Reported To: Design Tec Inc. Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear n.wtisce The above reported data is the property ofthe client. No reproduction of the t t• abov ata without the sole permission ofTri-State Materials Testing Lab,Inc. Neal J. White,RE i`ti', y ' '4` J' 1. Tri• Materials Testing accepts no liability for work executed by others. ico NVLAP does not endorse the product of this report CCi 3 ;14. o .y No• O X tritAL TES} Vr All 4 A RitI—STAG! W 5 ERIL S T1571NG L&_B INC. CONNct—AC:•T DIVISION I21"?"'NORMH PL4JNS iNDUS-17UAL ROAD :VALLMGFORD.CONNE.:1=06493 (293)949 949-77=5 Client: Design Tec Report#: 016 Page 1 of 1 17 Sparks St. Date: 07/13/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143.C231.C173.C1064.C138.) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 156 174658 2:00 2:10 2:20 7 4 90 1-4 3000 Location(s)of Pour: Grade beam at existing building on column line 11.1 from A to D.8 line. Remarks: Supplier: Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 85 Total Yardage Placed: 21 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1138- Lbs.) 1 33847 07/13/99 07/14/99 07/20/99 7 28.27 78,000 C 2760 2 33848 07/13/99 07/14/99 08/10/99 28 28.27 102,000 C 3610 Yes 3 33849 07/13/99 07/14/99 08/10/99 28 28.27 106,000 B 3750 Yes 4 33850 07/13/99 07/14/99 08/10/99 28 28.27 104,000 C 3680 Yes Reported To: Design Tec Inc., Salamone Associates Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar e'i.vrUlw Split Shear The above reported data is the property of the client No reproduction of the 6. abov without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J. White,RE Tri- Materials Testing accepts no liability for work executed by others. k NVLAP does not endorse the product of this report ry a UN ,, CONN—E=1 7 DIVISION 121'?"NORT-H PLANS iMUS iZt IAL ROAD :VA[..UNGrORD.CONNEt,::C'.i 06492 20:5 9:9-;_3 • F•'X 949-r5 3 CI• I Client: Design Tee Report#: 017 Page 1 of 1 17 Sparks St. Date: 07/14/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143.C231.(:173.C1064.C138.) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 161 174674 1:30 2:25 2:40 5.4 3.75 84 1-4 3000 Location(s)of Pour: Grade beam walls,starting 8ft.East of column E-13 to column I-13. Remarks: Supplier: A Aiudi Contractor: Design Tec Inspector: Sal Shreiteh TSMTL Weather: Clear Air Temp. 85f Total Yardage Placed: 14.0 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6" D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1140- Lbs.) 1 1 72460 07/14/99 07/15/99 07/21/99 7 28.27 74,000 C 2620 2 72461 07/14/99 07/15/99 08/11/99 28 28.27 112,000 C 3960 Yes 3 72462 07/14/99 07/15/99 08/11/99 28 28.27 118,000 B 4170 Yes 4 72463 07/14/99 07/15/99 08/11/99 28 28.27 116,000 B 4100 Yes Reported To: Design Tec Inc. Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear ter ' a The above reported data is the property of the client. No reproduction of the G abovp-Lata without the sole permission ofTri-State Materials Testing Lab,Inc. Neal J.White,P.$V)i Tri-, Materials Testing accepts no liability for work executed by others. L ,•=L s NVLAP does not endorse the product ofthis report tsi1AL Task 1.' 1 jv r CDNT,c:.:.C:JT DIVISION I2?'?"NORTH PLAINS T IDUSirdAL°OAO :VA1.._MGFORD.CO fNEt--iCUT 06491•t?^:) u• i Client: Design Tec Report#: 019 Page 1 of 1 17 Sparks St. Date: 07/15/99 Plainville, CT. 06062- Project: GCR Truck Tire Center CONCRETE FIELD DATA(AST1W C31.C143.C231.C173.C1064.C138.) Truck Ticket Batch Disch. Samp. I % Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength (PSI) 160 174687 1:30 1:40 1:50 5.5 3.5 90 1-4 3000 Location(s)of Pour: Column footing on column line 11.1-H, 11.1-1, 11.1-J and 11.1-K and a grade beam on column line 13 from I to K line. Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 85 Total Yardage Placed: 13 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) 1143- Lbs.) 1 33857 07/15/99 07/16/99 07/22/99 7 28.27 70,000 B 2480 2 33858 07/15/99 07/16/99 08/12/99 28 28.27 92,000 C 3250 Yes 3 33859 07/15/99 07/16/99 08/12/99 28 28.27 98,000 C 3470 Yes 4 33860 07/15/99 07/16/99 08/12/99 28 28.27 94,000 C 3320 Yes Reported To: Design Tec Inc., Salamone Associates Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear 1 •„ y• u The above reported data is the property of the client. No reproduction of the abovy.data without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J. White, RE A Tri-, &terials Testing accepts no liability for work executed by others.S 4 XNVLAPdoesnotendorsetheproductofthisreportd; lip 0 r d NAL IA;1ALZ 7r CJ C7`x .`rT Tl5!i1liSi U NCr b+ CON,IE:-iC'.j_ 'DIVISION 1_!"='`IOR:H PL.-.dNS-DM US 7RLAL.70AD .ALL:NGF0RD.76492• :23)949-77_3 FAX i203 i 949- ,1S ua^ N a 11a• w.. Client: DesignTec Inc. Report#: 019 Page 2 of 2 17 Sparks St. Date: 07/15/99 Plainville, CT. 06062 Inspector: Al Jimenez Project: GCR Truck Tife Center Contractor: DesignTec Sample: Soil Fill Test: In Place Density Test- In Place Moisture Content Method: ASTM D2922 - ASTM D3017 x......:.::::.::::•::•::••::::::::..:....%:•:....;:::::•:.;::::::•::.::::::::. ate iL •:::•:.::•::::•:.} •::::•::::•:: :::•::•:. ..:.::: :: X.Ca r. :::::::::::.O'.•.::............... Y.. .. ...:...... ....................... ...........A..::::.:...........::.:::::.::.::.:::::::::.:::.:...:..::..::::.::::.:..........•.::.::::::..::::.:::.:.:...::::::::.::::..=.::.:::.:.:::::.:.:: Outside of wall of columm line 13 15 2' South off column line 13 on D line 3' BTOW 4.5 1113 114.0 97.6 16 2' South off column line 13 on E line 5.5 112.7 114.0 98.9 2' South off column line 13 on F line 4.5 112.4 114.0 98.6 2' South off column line 13 on G line 4.8 111.6 114.0 97.9 19 2' South off column line 13 on H line 5.4 111.0 114.0 97.4 20 2' South off column line 13 on D line 2' BTOW 4.9 111.9 114.0 98.2 21 2' South off column line 13 on E line 5.0 112.3 114.0 98.5 22 2' South off column line 13 on F line 5.5 113.7 114.0 99.7 23 2' South off column line 13 on G line 5.8 110.8 114.0 97.2 24 2' South off column line 13 on H line 7.0 110.0 114.0 96.5 25 2' South off column line 13 on D line 10'BTOW 4.9 111.9 114.0 98.2 26 2' South off column line 13 on E line 5.4 111.0 114.0 97.3 27 2' South off column line 13 on F line 6.0 111.2 114.0 97.4 28 2' South off column line 13 on G line. 5.3 112.4 114.0 98.6 Remarks: BTW=Below top of wall Material Type:Brown sand Proctor Dated: 06/04/99 Item # Max. Dry Density: 114.0 Min. Comp. Req. 95% Optimum Moisture: 7.5 Complies: Yes Reported To: DesignTec Inc. Sove reported data is the property ofthe client. No reproducoon of the above data without the sole Submitted By: Tri-State Materials Testin b., Inc.ssion ofTri-State Matenals Testing Lab.,Inc. Tri-State Matenals Testing accepts no liability for work executed by other Neal J. White, P.E DINISION CRT-H PT-.d;1S i.ri)us I.;_ OAD - ,.;AL 7.Ic7:RD.=C. i 76 9?•,nz•a i 44 -9-9- -- - V Clie .,r''N n Tec Report#: 020 Page 1 of 2 17 Sparks St. Date: 07/19/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31,C143.C231 C173,C1064 C138) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 120 176643 9:30 9:40 10:00 2 4.5 90 1-4 4000 Location(s)of Pour: Slab on grade for loading dock area between column line 8 to 11 and C.2 to E line. Remarks: Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 92 Total Yardage Placed: 20 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6" D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1184- Lbs.) 1 33865 07/19/99 07/20/99 07/26/99 7 28.27 96,000 C 3400 2 33866 07/19/99 07/20/99 08/16/99 28 28.27 132,000 C 4670 Yes 3 33867 07/19/99 07/20/99 08/16/99 28 28.27 136,000 C 4810 Yes 4 33868 07/19/99 07/20/99 08/16/99 28 28.27 134,000 C 4740 Yes Reported To: Design Tec Inc., Salamone Associates Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear CC;° NAl,i The above reported data is the property of the client. No reproduction of the gf4 33 :. above data without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J. White,RE Tri• :'Materials Testing accepts no liability for work executed by others. n#&0 NVLAP does not endorse the product of this report 1 C iE: - 5 775siuC Ll-E INC I CCYV'c—t:.:j DIVISION\ TO PL=.i,tS iMU=KL;L 0AD :,iAL":;cr.jisD._Y fE-C_--J6492•,'^_)949-=711 _...:.,^=i 949--•s Clie n Tec Report#: 020 Page 2 of2 17 Sparks St. Date: 07/19/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143,C231.C173,C1064,C138,) Truck Ticket Batch Disch. Samp. % Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 152 176679 3:40 3:50 4:00 6.0 4 89 5-8 3000 Location(s)of Pour: Grade beam on column line 11 from G to K and column footing on column line K-11.5,K-12,and K-12.5 line. Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 95 Total Yardage Placed: 18 r COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1184- Lbs.) 5 33869 07/19/99 07/20/99 07/26/99 7 28.27 72,000 C 2550 6 33870 07/19/99 07/20/99 08/16/99 28 28.27 104,000 C 3680 Yes 7 33871 07/19/99 07/20/99 08/16/99 28 28.27 108,000 C 3820 Yes 8 33872 07/19/99 07/20/99 08/16/99 28 28.27 106,000 C 3750 Yes Reported To: Design Tec Inc., Salamone Associates Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar sc,99anrrr, c,. Split Shear c''i•.Nj`C-•'`p The above reported data is the property of the client. No reproduction of the a,.C•."+ r abovpAata without the sole permission of Tri-State Materials Testing Lab.Inc. Neai.1. White,RE Tri- vlaterials Testing accepts no liability for work executed by others. NVLAP does not endorse the product of this report y ZzJ 3 urrnat- s M.A_ Z_::UA_i_ T-HETUNIC LE. INC. OWTSION Cc?Tri PL:.INS=US—,RL;L J,D • :1.K.!^.ICunD.+_=, 769?•f=^:i 9a9 • ....t.n_ ?9-= Clie M Tec Report#: 027 Page 1 of 1 17 Sparks St. Date: 07/20/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31•C143.C231.C173.C1064•C138.) Truck Ticket Batch Disch. Samp. %Air Slump Cone.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 155 176747 2:45 2:55 3:10 6.3 3.25 89 1-4 3000 Location(s)of Pour: Grade beam on column line K from 11 to 13 line. Remarks: Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 93 Total Yardage Placed: 13.5 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1251- Lbs.) 1 33873 07/20/99 07/21/99 07/27/99 7 28.27 80,000 C 2830 2 33874 07/20/99 07/21/99 08/17/99 28 28.27 89,000 C 3112 Yes 3 33875 07/20/99 07/21/99 08/17/99 28 28.27 96,000 C 3395 Yes 4 33876 07/20/99 07/21/99 08/17/99 28 28.27 94,000 C 3324 Yes Reported To: Design Tec Inc., Salamone Associates Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear te ri+a a a The above reported data is the property of the client. No reproduction of the Jl:foi•"'y -; }aboyLdata without the sole permission ofTri-State Materials Testing Lab,Inc. Neal J. White, RE Tr: Materials Testing accepts no liability for work executed by others. NVLAP does not endorse the product of this report x N 'r_ GK^AL iF J L MAT.6- it >1 11, . INC l 0IViSiON MU ,r1 a1. JAD ' kL 1GrvnD. _W:. i-1649 :) 49 -_ .:t =^:i 949-•,-, Clie ''cN - _ Tec Report#: 026 Page 1 of 1 17 Sparks St. Date: 07/21/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143.C231.C173,C1064.C138.) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 151 174734 1:20 1:30 1:40 5.8 3.75 88 1-4 3000 Location(s)ofPour: Footing for retaining wall on column line G from 8 to 11 line. Remarks: Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 93 Total Yardage Placed: 11 7r' COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) 1248- Lbs.) 1 1 33877 07/21/99 07/22/99 07/28/99 7 28.27 78,000 C 2760 2 33878 07/21/99 07/22/99 08/18/99 28 28.27 112,000 B 3961 Yes 3 33879 07/21/99 07/22/99 08/18/99 28 28.27 110,000 B 3890 Yes 4 33880 07/21/99 07/22/99 08/18/99 28 28.27 98,000 C 3466 Yes Reported ToTo: Design Tec Inc.,Salamone Associates Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear The above reported data is the property ofthe client. No reproduction ofthe above-jata without the sole permission ofTri-State Materials Testing Lab,Inc. Neal J. White,P.E a.":w = Tri- Materials Testing accepts no liability for work executed by others.a cn, r NVLAP does not endorse the product of this report l7alaxi M" v`,eVk%ALS TESTr C TRI-STATE MATERIALS TE5TING LAB INC. CONNECT ICUT DIVISION l21''c"NORTH PLAINS INDUSTRIAL RO.A.D WALLINGFORD.CONNEC TICUT 06492- (203)949 733 FAX(203)949-7735 ccT/O EyG, 4. Client: Design Tee Report#: 021 Page 1 of 1 17 Sparks St. Date: 07/23/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143.C231.C173.C1064.C138.) Truck Ticket Batch Disch. Samp. %Air Slump Cone.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 156 177054 1:30 1:40 1:50 5.8 4 89 1-4 3000 Location(s)of Pour: Retaining wall on column line G from 8 to 11 line. Remarks: Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 93 Total Yardage Placed: 13 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) 1207- Lbs.) 1 33884 07/23/99 07/24/99 07/30/99 7 28.27 68,000 C 2410 2 33885 07/23/99 07/24/99 08/20/99 28 28.27 94,000 C 3320 Yes 3 33886 07/23/99 07/24/99 08/20/99 28 28.27 98,000 C 3470 Yes 4 33887 07/23/99 07/24/99 08/20/99 28 28.27 96,000 C 3400 Yes Reported To: Design Tec Inc. Salamone Associates Submitted Bv: Tri-State Materials Inc. Cone Cone& Cone& Shear Columnar Split Shear Nil • 7Yip The above reported data is the property of the client. No reproduction of the z abovo-eta without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J. White,RE Tri• Materials Testing accepts no liability for work executed by others. l • NVLAP does not endorse the product of this report i„ ,; ,' 0 SERIALS TfS A, C A7 9 T RI-STATE MATERIALS TESTING LAB INC. CONNEC:ICUT DIVISION 121"?"NORTH PLAINS I.DUSTRIAL QOAD • WALLINGFORD.CONNEC ICUT 06492.1,203)949-7733 • FAX(203)949-=735 wVa Ct Q Client: Design Tec Report If: 042 Page 1 of 1 17 Sparks St. Date: 08/03/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143.C231.C173.C1064.C138.) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 163 174937 1:30 1:40 2:00 5.6 3.75 86 1-4 4000 Location(s)of Pour: Alignment pit slab between column line 11.5 to 12.2 and from J to J.8 line Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 93 Total Yardage Placed: 21 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12" H) field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1328- Lbs.) 1 74004 08/03/99 08/04/99 08/10/99 7 28.27 107,000 B 3780 2 74005 08/03/99 08/04/99 08/31/99 28 28.27 130,000 B 4600 Yes 3 74006 08/03/99 08/04/99 08/31/99 28 28.27 134,000 A 4740 Yes 4 74007 08/03/99 08/04/99 08/31/99 28 28.27 132,000 B 4670 Yes Reported To: Design Tec Inc., Salamone Associates Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear 4+ N rr / r<,0,rv&v.: The above reported data is the property of the client. No reproduction of the 4/!,. above data without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J. White,P.E Tri-State Materials Testing accepts no liability for work executed by others. NVLAV does not endorse the product of this report i 70: Mr..ws d0 T/7 TRI-STATE MATE RLALS TE=TINE LAB INC. CONNEC77= DIVISION 121"P"NORTH PLAINS INDUSTRIAL ROAD - WALUNGFORD.CONNEC:ICUT 06492-f1 203)949--733 - FAX(203)949-7735 A 1 C' cc,T N Eau• Client: Design Tec Report#: 043 Page 1 of 1 17 Sparks St. Date: 08/04/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE ]HELD DATA(ASTM C31.C143,C231.C173,C1064,C138.) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. , No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 168 177645 2:30 2:40 2:50 5.5 4 85 1-4 4000 Location(s)of Pour: Foundation wall for alignment pit between column line 11.5 to 12.2 and from J to J.8 line. Remarks: Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 94 Total Yardage Placed: 9 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12" H) ield# Seal# Date Date Date Age, Cross-Sect,Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1333- Lbs.) 1 74008 08/04/99 08/05/99 08/11/99 7 28.27 86,000 C 3040 2 74009 08/04/99 08/05/99 09/01/99 28 28.27 122,000 C 4310 Yes 3 74010 08/04/99 08/05/99 09/01/99 28 28.27 128,000 B 4530 Yes 4 74011 08/04/99 08/05/99 09/01/99 28 28.27 126,000 B 4460 Yes Reported To: Design Tec Inc., Salamone Associates N M Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar r,,1# Split Shear The above reported data is the property ofthe client. No reproduction ofthe i•; above data without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J.White,P.E Tri-S"te Materials Testing accepts no liability for work executed by others. 1 aJVJ NVLAP does not endorse the product of this report 4 d IVr,L esiALS;E TRI-SKATE MATERIALS TESTING LAB INC. CONWECTIC'JT DIVISION 121"?"NORTH PLAINS WDUSTRIAL ROAD - WALLINGFORD.CONNECTICUT 06492•t203)949-7733 FAX(203)949-7735 iAUA C'f r^ rG e•?. IoN EN,tr' Client: Design Tec Report#: 047 Page 1 of 2 17 Sparks St. Date: 08/07/99 Plainville, CT. 06062 Project: GCR Truck Tire Ceiiter CONCRETE FIELD DATA(ASTM C31.C143.C2H. C173.C1064.C138.) Truck Ticket Batch Disch. I Samp. %Air Slump Cone.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 155 1 177797 7:20 7:30 7:40 2 4 80 F4-7 4000 131 1 177803 8:30 8:40 ( 8:50 Pi.5 3.75 78 5-8 1 4000 143 177821 9:30 9:40 10:009 4 80 9-12 4000 Location(s)of Pour: Slab on grade from column line A to A.5 and from 11 to 11.5 line,from column line C to C.5 and from 11.5 to 12,from column line D to D.5 and from 12.5 to 13. Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 86 Total Yardage Placed: 170 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12" H) field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1391- Lbs.) 1 74012 08/07/99 08/08/99 08/14/99 7 28.27 82,000 C 2900 2 74013 08/07/99 08/08/99 09/04/99 28 28.27 122,000 C 4310 Yes 3 74014 08/07/99 08/08/99 09/04/99 28 28.27 126,000 C 4460 Yes 4 74015 08/07/99 08/08/99 09/04/99 28 28.27 124,000 C 4390 Yes 5 74016 08/07/99 08/08/99 08/14/99 7 28.27 102,000 B 3610 6 74017 08/07/99 08/08/99 09/04/99 28 28.27 136,000 C 4810 Yes 7 74018 08/07/99 08/08/99 09/04/99 28 28.27 140,000 C 4950 Yes 8 74019 08/07/99 08/08/99 09/04/99 28 28.27 138,000 C 4880 Yes 9 74020 08/07/99 08/08/99 08/14/99 7 28.27 98,000 B 3470 10 74021 08/07/99 08/08/99 09/04/99 28 28.27 128,000 C 4530 Yes 11 74022 08/07/99 08/08/99 09/04/99 28 28.27 132,000 B 4670 Yes 12 74023 08/07/99 08/08/99 09/04/99 28 28.27 1 130,000 1 B 4600 Yes Reported To: Design Tec Inc., Salamone Associates Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar aysam Split Shear 0N ,t,` rs, The above reported data is the property of the client. No reproduction of the L p g Neal J. White,P.EabovedatawithoutthesolepermissionofTri-State Materials Testing Lab.Inc. Tri-State Materials Testing accepts no liability for work executed by others. yIle N'_ does not endorse the product of this report NEW YORK CITY LONG ISLAND EDISON,NJ • WALLINGFORD,CT • DOVER.DE IF'r-/c -rn TVF --rc-- efuALS'r iz 9 TRI-STAF E MATERIALS TESTING LAB INC. CONNECTICUT DIVISION I217-NORTH PL.UNS INDUSTRIAL ROAD • WALLINGFORD.CONNEC 7ICUT 06492•203)949-7,i33 FAX(203)949-7735 uA P U CT/pN ENG D Client: Design Tec Report#: 047 Page 2 of 2 17 Sparks St. Date: 08/07/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31, C143.C231.C173.C1064•C138.) Truck Ticket Batch Disch. Samp. % Air Slump Cone.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 151 177829 11:30 11:40 12:00 2 3.5 82 13-16 4000 Location(s)of Pour: Slab on grade from column line E.5 to F and from 11 to 11.5 line. Total area poured was from column line 11 to 13 and from A to F line. Remarks: Truck#108 was rejected because of 5.5 slump and too much stone. Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 86 Total Yardage Placed: 170 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6" D r 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1391- Lbs.) 13 74024 08/07/99 08/08/99 08/14/99 7 28.27 104,000 B 3680 14 74025 08/07/99 08/08/99 09/04/99 28 28.27 138,000 B 4880 Yes 15 74026 08/07/99 08/08/99 09/04/99 28 28.27 144,000 A 5090 Yes 16 74027 08/07/99 08/08/99 09/04/99 28 28.27 142,000 A 5020 Yes Reported To: Design Tec Inc., Salamone Associates Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear ofCON .per The above reported data is the property of the client. No reproduction of the i°° f••.+'' , above data without the sole permission ofTri-State Materials Testing Lab,Inc. p Neal J. White,RE Tri Materials Testing accepts no liability for work executed by others. NVLAP does not endorse the product of this report 1 NEW YORK CITY • LONG ISLAND • EDISON.NJ • WALLINGFORD, CT DOVER.DE 1'If7 ifr -n rF4F rrr-- INE 3 C r-, jo OA:r.rL=S:t5;fuUZ—niAL -.ti ':rL':C=vR^._ti'N i 06492• ?n=i u"_- - _ =i?4- 08/07/99 INSPECTOR: Salah Al-Bakri CLIENT: DesignTec_ CONTRACTOR: DesignTec PROJECT: GCR Truck Tire Center CONCRETE BATCH PLANT: A.Aiudi REPORT: 0114 CONCRETE BATCH PLANT INSPECTION REPORT BATCH PLANT LOCATION: Plainville EQUIPMENT CONDITION: SCALES GOOD(X) FAIR ( ) POOR( ) RECENTLY CALIBRATED YES ( ) NO (X) CONVEYOR BELTS GOOD(X) FAIR ( ) POOR( ) MAIN MIXER GOOD(X) FAIR ( ) POOR( ) LOADING SHOOT GOOD(X) FAIR ( ) POOR( ) MIXER TRUCKS GOOD( ) FAIR (X)POOR( ) MATERIALS: CEMENT TYPE: 1 ( ) 2(X) OTHER( ) SPECIFY: Blue Circle Cement MILL TEST AVAILABLE YES(X) NO( ) MILL TEST IN COMPLIANCE WITH ASTM C 150 YES(X) NO( ) CONCRETE SAND CONDITION GOOD(X ) FAIR( POOR( ) GRADATION TEST AVAILABLE YES (X ) NO ( ) IN COMPLIANCE WITH ASTM C 33 YES (X ) NO ( ) 75 INCH AGGREGATE CONDITION GOOD(X ) FAIR( POOR ( ) GRADATION TEST AVAILABLE YES (X ) NO ( ) IN COMPLIANCE WITH ASTM C 33 YES ( X) NO ( ) 5 INCH AGGREGATE CONDITION GOOD(X) FAIR ( ) POOR ( ) GRADATION TEST AVAILABLE YES (X) NO ( ) IN COMPLIANCE WITH ASTM C 33 YES (X) NO ( ) 375 INCH AGGREGATE CONDITION GOOD(X ) FAIR ( ) POOR ( ) GRADATION TEST AVAILABLE YES (X) NO ( ) IN COMPLIANCE WITH ASTM C 33 YES (X ) NO ( ) 11 Ft1Al.S Tic„ 1 TRI-STATE. MATERIALS TESTING LAB INC,. CONNEC,ICUT DIVISION 121"P"NORTH PLAINS NDUSTRLAL ROAD - WALLNGrORD.CONNECT ICUT 06492- i203)949--733 FAX(203)949-7735 v?o r ripN ENGtN „ PAGE 2 OF 2 BATCH PLANT INSPECTION ADMXTURES: AIR ENTRAINING AGENT IN USE YES( ) NO(X) MANUFACTURED BY: None CERTIFICATES OR LITERATURE AVAILABLE YES( ) NO( ) IN COMPLIANCE WITH ASTM C 260 YES( )NO( ) WATER REDUCER YES( )NO(X ) MANUFACTURED BY: None CERTIFICATES OR LITERATURE AVAILABLE YES( ) NO( ) IN COMPLIANCE WITH ASTM C 494 Type A( ) Other( ) Specify OTHER ADMIXTURES: YES(X )NO ( ) SPECIFY: Polyheed 997-Master Builders IN COMPLIANCE WITH ASTM STANDARDS YES(X) NO( ) 6 X 12 SPECIMENS TAKEN YES( } NO(X ) IF YES COMPLETE THE FOLLOWING DATA: TRUCK# TICKET# SLUMP AIR CONTENT% TEMP.DEG.F STRENGTH REQ. CYLINDER# 7 DAY STRENGTH CYLINDER# 1-8 DAY STRENGTH eA• 46. t- 4I 28 DAY STRENGTHCYLINDER# t CYLINDER# 28 DAY STRENGTH y..,•. 1AL } CONSTITUENT SAMPLES TAKEN YES( ) NO(X) Remarks: No on-site lab gradation. IF YES, SIEVE ANALYSIS TEST RESULTS FOR ALL CONSTITUENT SAMPLES TAKEN WILL BE INCLUDED WITH THIS REPORT. N`P rt1AL TEST/ TRI-STATE MATERIALS TESTING LkB INC# CONNE=CUT DIVISION 121"P••NORTH PLAINS INDUSTRIAL ROAD WALLINGFORD.CONNEC 7ICUT 06492• i 203)949-7733 FAX(203)949=735 1A CT101V ENuN Client: Design Tec Report#: 046 Page 1 of 1 17 Sparks St. Date: 08/10/99 Plainville, CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31.C143.C231.C173.C1064.C138.) Truck Ticket Batch Disch. Samp. %Air Slump Cone.Unit WT Field Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# Strength(PSI) 108 174993 2:30 2:40 2:50 2 3.75 84 1-4 4000 Location(s)of Pour: Footing for masonry wall inside ofbuilding between column line F.3 to G line and from 11 to 13 line. Remarks: Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 84 Total Yardage Placed: 32 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6" D x 12"H) _ eld# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1401- Lbs.) 1 74028 08/10/99 08/11/99 08/17/99 7 28.27 102,000 D 3610 2 74029 08/10/99 08/11/99 09/07/99 28 28.27 124,000 C 4390 Yes 3 74030 08/10/99 08/11/99 09/07/99 28 28.27 128,000 C 4530 Yes 4 74031 08/10/99 08/11/99 09/07/99 28 28.27 126,000 C 4460 Yes Reported To: Design Tec Inc., Salamone Associates n A M Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar Split Shear t" The above reported data is the property of the client. No reproduction ofthe above data without the sole permission of Tri-State Materials Testing Lab.Inc. Neal J. White,P.E Tri-S a Materials Testing accepts no liability for work executed by others. NVL,.. does not endorse the product of this report rNqCE;01101d NEW YORK CITY • LONG ISLAND • EDISON.N1 • WALLINGFORD.C; • ROVER.DE rr,r•rc —I— —.Jr y TRI-STATE MATIRIALS T155TiNG LAB INC. CONNEC:ZCUT DIVISION I21'-?"NORTH PLAINS INDUSTRIAL.ROAD - WALUNGrORD.CONNECTICUT 06492- '2031 949--733 F.A.X(203)949-7-735 U1a c"10N Client: Design Tec Report 4: 049 Page 1 of 1 17 Sparks St. Date: 08/14/99 Plainville. CT. 06062 Project: GCR Truck Tire Center CONCRETE FIELD DATA(ASTM C31,C143.C231,C173.C1064. C13--" Truck Ticket Batch Disch. Samp. %Air Slump I Conc.Unit WT Field T Design No. No. Time Time Time Cont. (Inch) Temp,F (PCF) Set# I Strength(PSI) 131 1040 7:30 7:40 7:50 1 2 4 85 1-4 4000 148 1044 8:40 1 8:50 1 9:00 1 2.2 1 3.75 84 5-3 4000 148 1 104-9- 10:40 1 10:50 1 11:00 1.8 1 4 1 84 9-12 4000 Location(s)of Pour: Slab on grade from column line F.5 to G line and between 12.5 to 13 line. From column line G to G.5 and between 12+ 12.5 line. From column line I to J and between 11 to 11.5. Poured from area column line F to K and from 11 to 13 line Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 87 Total Yardage Placed: 150 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12" H) field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) 1406- Lbs.) 1 74032 08/14/99 08/15/99 08/21/99 7 28.27 76,000 C 2690 2 74033 08/14/99 08/15/99 09/11/99 28 28.27 126,000 C 4460 Yes 3 74034 08/14/99 08/15/99 09/11/99 28 28.27 130,000 C 4600 Yes 4 74035 08/14/99 08/15/99 09/11/99 28 28.27 128,000 C 4530 Yes 5 74036 08/14/99 08/15/99 08/21/99 7 28.27 88,000 B 2940 6 74037 08/14/99 08/15/99 09/11/99 28 28.27 142,000 C 5020 Yes 7 74038 08/14/99 08/15/99 09/11/99 28 28.27 146,000 C 5160 Yes 8 74039 08/14/99 08/15/99 09/11/99 28 28.27 144,000 C 5090 Yes 9 74040 08/14/99 08/15/99 08/21/99 7 28.27 82,000 B 2900 10 74041 08/14/99 08/15/99 09/11/99 28 28.27 140,000 C 4950 Yes 11 74042 08/14/99 08/15/99 09/11/99 28 28.27 144,000 C 5090 Yes 12 74043 08/14/99 08/15/99 09/11/99 28 28.27 142,000 C 5020 Yes Reported To: Design Tec Inc., Salamone Associates N M Submitted Bv: Tri-State Materials Testing Lab,Inc. Cone Cone& Cone& Shear Columnar 8-•,: r Split Shear The above reported data is the property of the client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc.p Neal J. White,P.E Tri-State Materials Testing accepts no liability for work executed by others. NVL.__ does not endorse the product ofthis report r s NEW YORK CITY LONG ISLAND • EDISON.NJ • WALLINGFORD. CT • DOVER. DE r r arc -n -:ar -rc--