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Home My WebLink About260 Chapel Road (6)E,ELtALS TFS T^ 110 yin TRI-STATE MATERIALS TESTING LAB INC. CONNECTICUT DIVISION 121"P"NORTH PLAINS INDUSTRIAL ROAD WALLINGFORD.CONNECTICUT 06492- (203)949-7733 • FAX(203)949-7735 c cCTIpN ENGtN _l Client: Design Tee Inc.Report#: 008 Page 1 of 1 17 Sparks St. Date: 06/30/99 Plainville, CT. 06062 Inspector: Jason Farr Contractor: Design Tee Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION R r. Footing on column line A from 11 to 13 line 94 Drawing(s): No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 N/A N/A Contractors Steel N/A 06/16/99 Remarks: See attached sketch for details: rj/A Reported To:Design Tee Inc. Complies with Job Specifications: Yes Submitted-fly; Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab.Inc.certifies that all bus seen are properly sized and placed in accordance with drawings,and a mum ver can eachieved. Tri-State als Testing Inc.takes no movement that may,occur ubsequentto our inspection.The abovvee reported data s the property of the ClienilttyNofor y,Ot# reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc.Tri-State Materials Testing accepts no liability for wort executed by others. 7,1'U NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT Neal J. White,RE IV,A Li•aaotiaattn NEW YORK CITY LONG ISLAND • EDISON,N1 • WALLINGFORD,CT • DOVER.DE Pur US To rHr TEST" VOlefuALS TES tali T by T yo TRI-STATE .MATERIALS TESTING LAB INC. CONNECTICUT DIVISION 121"P"NORTH PLAINS INDUSTRIAL ROAD WALLINGFORD.CONNECTICUT 06492. 12031949-77=3 • FAX(203)949=735 Pc,T/ON ENG N Client: Design Tec Inc.Report#: 014 Page 1 of 1 17 Sparks St. Date: 07/06/99 Plainville,--CT. 06062 Inspector: Joshua Tanner Contractor: _Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION fin s ........................................... ........................... ...... ..... ......... Pier footings on line 13 & B, 13 & C, 13 & D, 13 & E. 13 & F.6 Drawing(s1: No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: jv/A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved. Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the property of the client. No reproduction of the above data without the sole permtssion of Tri-State Materials Testing Lab,Inc.Tri-State Materials gpMgg , •;, Testing accepts no liability for work executed by others. NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT. Neal J. White,P t;"`30. z''tff 1NJ u I OIlI/ NEW YORK CITY • LONG ISLAND 0 EDISON. NJ • WALLINGFORD. CT DOVER. DE e*;IALS 7Ev N,a n T v 7 y TRI-STATE MATERIALS T LS T ING LAB INC. CONNED ICUT DIVISION 1217-NORTH PLAINS INDUSiRlAL:ROAD WALLINGFORD.CONNECT=06492- t2031949-7753 • FAX i203)949-7735 onT/ON - EIAG N Client: Design Tee Inc.Report#: 012 Page 1 of 1 17 Sparks St. Date: 07/08/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tee Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION tRe Ir.ai .. :.:.................................. :.::.:.::::.::::::.::::::::....:.::.::.......:................... . .. ............:.::.:::.:::::: 1 Foundation wall oflexisting loading dock on column line D.7 from 8 to 4, #5 9 line and on D.8 from 9 to 11 line, on 9 from DA to D.9 line and a footing on column line 11.1 from D.9 to G line Drawing(s)• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R1 2 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: N/A Reported To:Design Tee Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all ban seen are properly sized and placed in accordance with drawings,and aminimum cover can be achieved. Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the property ofthe client. No reproduction ofthe above data without the sole permission of Tri-State Materials Testing Lab,Inc Tri-State Materials Testing accepts no liability for work executed by others. NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT Neal J. White, RE Ai1 tttALS 7•FST, n TRI-STATE MATERIALS TESTING LAB INC. CONNECTICUT DIVISION 12F?"NORTH PLAINS INDUSTRIAL ROAD WALLINGFORD.CONNECTICUT 06492.1203)949-7733 • FAX(203)949-7735 A cT/ON EINA Client: Design Tec Inc.Report#: 013 Page 1 of 1 17 Sparks St. Date: 07/09/99 Plainville,-CT. 06062 Inspector: Alberto Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION hOw.....................::...::.::.:.::::.::::..::::.::::::::::.:...:..::::::.:::...:::..::::.:.:.::..:::...:.:.::.::.:......:::.::.::::.:. Foundation wall on column line A from 11.1 to 13 4,#5, #6 Drawing{sl- No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: N/A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance month drawings,and a minimum cover can be achieved Tri-State Matenals Testing Lab.Inc takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the properry of the client. No reproduction ofthe above data without the sole permission of Tri-State Materials Testing Lab.Inc Tri-State Matenals Testing accepts no liability for work executed by others i cs.•:-r, NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT Ne j._•_ 4, :;:f,.a'-. a1'J:•Whitew 1', '' t may' t t. r 4 tt'L+fi s r EFttALS TES T RI-STATE MATERIALS TESTING LAB INC. CONNECT ICUT DIVISION 1217"NORTH PL.-INS INDUSTRIAL ROAD WALLINGFORD.CONNECTICUT 06492• 203)949-7733 FAX(203)949-7735 ram U uA Fir/pN ENG,c, A Client: Design Tec Inc.Report#: 015 Page 1 of 1 17 Sparks St. Date: 07/12/99 Plainville, -CT. 06062 Inspector: Joshua Tanner Contractor: Design Tec Inc. Project: GCR Truce Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION on Foundation wall on line 13 from A to F 4, #6, #5 Drawing(sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: r(/A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc certifies that all ban seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved. Tri-State Materials Testing Lab,Inc takes no responsibility for il ddpry movement that may occursubsequent to our inspection.The above reported data is the property ofthe client. No 1 7 p reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc Tri-State Materials e. 0 a ',Y Testing accepts no liability for work executed by other to. NVLAP DOES NOT ENDORSE THE PRODUCT OF TFUS REPORT i;4' •, _'•—re Neal J. White, RE cr h X 1 C arlrr NEW YORK CITY • LONG ISLAND • EDISON. NI WALLINGFORD. CT • DOVER. DE eatALS TESrtiy 7 7 TRI-STATE MATERIALS TESTING LAB INC. CONNECTICUT DIVISION 121'P"NORTH PLAINS INDUSTRIAL ROAD WALLINGFORD.CONNECTICUT 06492•t203)949-7733 FAX(203)949-7735 iA U u?v Pam? Client: Design Tee Inc.Report#: 016 Page 1 of 1 17 Sparks St. Date: - 07/13/99 Plainville, CT. 06062 Inspector: Alberto Jimenez Contractor: Design Tee Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION Grade Beam on column line 11.1 from A to D.8 4. #6 I-T_ Drawing(sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: N/A Reported To:Design Tee Inc. Complies with Job Specifications: Yes Submitted By: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum covercan be achieved. Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection.The above reported data isthe property of the client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab.Inc.Tri-State Materials M os••""a Testing accepts no liability forwork executed by others. s e_ G fl tv' a NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT r acy ,a'Faaa'aa. it T ry m 0 . / E, NEW YORK CITY • LONG ISLAND 0 EDISON. NI • WALLINCTORD. 177 0 T)OVFR. T)F fttALS 7FaT n CONNE—.1C:IT DIVISION l2I'?"IORTH PLAINS MUSI—AL ROAD WALL:NGFORD.CONNE:.L=7 06492-t 0=]949-•%_- FAX(203i 949---a Client: Design Tec Inc.Report#: 017 Page 1 of 1 17 Sparks St. Date: 07/14/99 Plainville, -CT. 06062 Inspector: Sal Shreiteh Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION Grade beam wall, starting 8ft.-East of column E-13 to I-13.-4, #5, #6 Drawing(s1• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: rj/p, Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc certifies that all bars seen are properly sized and placed in accordance withdrawings,and aminimum cover can be achieved. Tri-State Materials Testing Lab.Inc.takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the property of the ciieaL No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab.Inc.Tri-State Materials Testing accepts no liability for work executed by others. NVLAP DOES NOT ENDORSE THE PRODUCT OF TFUS REPORT. to c• Neal J. ID 1.4/J NAL N• TRJ-STAB I MATERIALS TESTING LAB INC. CONNE=CTU ' DIVISION 1317"NORTH PLAINS INDUSTRIAL ROAD • WALLINGFORD.CONNEC7ICU71 06492• i'_03)949-'—,33 • FAX i203)949-735 Client: Design Tee Inc.Report#: 019 Page 1 of 1 17 Sparks St. Date: 07/15/99 Plainville,: CT. 06062 Inspector: Al Jimenez Contractor: Design Tee Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION o n 1 Column footing on column line 11.1-H, 11.1-I, 11.14 and 11.1-K line 4, #5, #6 2 Grade beam on column line 13 from I to K line 49 #51 #6 Drawing(sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Dat R-01 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: N/A Reported To:Design Tee Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Matenals Testing Lab,Inc.certifies thatall bars seen areproperly sized and placed in accordance with drawings,and a minimum cover can be achieved Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection.The above reported data isthe property ofthe client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc.Tri-State Materials Jq;Testing accepts no liability for work executed by others.rz•rug., *.,;, NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT. t t Neal J. White,RE J, Y g E 1` FR1-5,4i1 WgERAS TEETING LALE INC l CONNc=...L= DIVISION I_I'r''NORTH PLAINS iNDUS AL ROAD - :VALLD1GcORD.CZNNE=A. 06492 13^_9 9- . -_X.=0_i 949-=S Client: Design Tec Report#: 018 Page 1 of 1 17 Sparks St. Date: 07/16/99 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) 161 174698 2:00 2:10 2:20 6.2 3.5 90 1-4 3000 Location(s)of Pour: Grade beam from column line D.8 to D.9 on 11.1 line and foundation wall on column line 11.1 from D.9 to G line. Supplier: A Aiudi Contractor: Design Tec Inspector: Al Jimenez TSMTL Weather: Clear Air Temp. 95 Total Yardage Placed: 19 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) 1179- Lbs.) 1 33861 07/16/99 07/17/99 07/23/99 7 28.27 76,000 C 2690 2 33862 07/16/99 07/17/99 08/13/99 28 28.27 112,000 B 3960 Yes 3 33863 07/16/99 07/17/99 08/13/99 28 28.27 116,000 A 4100 Yes 4 33864 07/16/99 07/17/99 08/13/99 28 28.27 114,000 B 4030 Yes Reported To: 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 of the abov5,bta without the sole permission of Tri-State Materials Testing Lab,Inc. Neal J. White,P.E Tri- vlaterials Testing accepts no liability for work executed by others. NVLAP does not endorse the product ofthis report f `N`;>>' = Syr.'°io°G v Ey IALS TF yT 7 TRI-STATI MATERIALS TESTING LAB INC. COIVNEC;IC'JT DIVISION 13I7"NORTH PL.-INS INDUS'M L ROAD WALLINGFORD.CO;INEC IC'JT 06492. 1,303)949 :3 • FAX i203)949-7,i35 T,ON cNV N Client: Design Tec Inc.Report#: 018 Page 1 of 1 17 Sparks-St. Date: 07/16/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION o 0atn ::: Grade beam on column line 11.1 from D.8 to D.9 and foundation wall on 4, #5, #6 11.1 from D.9 to G line Drawing(s)• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: 1v/p, Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted By: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.cwfies that all bars seen are properly sized and placed in accordance nnth drawings,and a minimum cover can be achieved. Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection.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.Tri-State Materials Testing accepts no liability for work executed by others. I NVLAP DOES NOT ENDORSE THE PRODUCT OF TIES REPORT. Neal J. White, Z. r 7 tin^ r; t 7 v r IEatALS rFSr 4 c< TRI-STATE MATERIALS TESTING LAB INC. CONNECTICUT DIVISION 121"P"NORTH PLAINS INDUSTRIAL ROAD • WALLINGFORD.CONNECTICUT 06492•(203)949-77733 • FAX(203)949-7735 PQ cT/ON ENG, Client: Design Tec Inc.Report#: 020 Page 1 of 1 17 Sparks St. Date: 07/19/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION Dowel rebar from foundation wall off column line E and 9 and D.9 line 4 and#5 this is for loading dock slab area. Drawing(sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted By: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all ban seen are properly sized and placed in accordance with drawings,and aminimum cover can be achieved. Tri-State Materials Testing Lab,Inc-takes no responsibility for movement that may occur subsequent toour inspection.The above reported data isthe property of the client No reproduction of the above data wnthout the sole permission of Tri-State Materials Testing Lab,Inc.Tri-State Materials Sam. Testing accepts no liability for work executed by others. NVL"DOES NOT ENDORSE THE PRODUCT OF THIS REPORT. O qwNealJ. White,RE ,a Y ra 0 /3J its 6 N L E NEW YORK CITY 0 IONC 1SLANn • =DlSny VI • `Val r mrrnon nr P EFt1ALS TESTi C` 9 TRI-STAVE MATERIALS TESTING LAB INC. CONNECTICUT DIVISION 121"P"NORTH PLAINS INDUSTRIAL ROAD WALLINGFORD,CONNECTICUT 06492• (203)949-7733 •FAX(203)949-7735 lAo P 2 At Client: Design Tec Inc.Report#: 020 A Page 1 of 1 17 Sparks St. Date: 07/19/99 Plainville,--CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION 1~:I a €ol: :Re Grade beam on column line 11 from G to K line and column footing on 4, #5, and#6 column line K-11.5, K-12, and K-12.5 line Drawing(sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 1 06/23/99 Cbntractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: N/A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted By: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc,certifies that all bars seen are properly sized and placed in accordance with drawings,and aminimum cover can be achieved. Tri-StateMaterials Testing Lab,Inc.takes no responsibility for movementthatmayoccur subsequenttoour inspection.The above reported datais the propertyofthe client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc.Tri-State Materials Testing accepts no liability for work executed by others. NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT. Neal J. White,Pze'- 1 s NEW YORK CITY LONG ISLAND • EDISON. N1 • WALLINGFORD.CT • DOVER.DE _ . r,, p1ALS TEST/ TRI-S IATE MATERIALS TESTING LAB INC. CONNECTICUT DIVISION 121"P"NORTH PLAINS INDUSTRIAL ROAD WALLINGFORD.CONNECTICUT 06492.(203)949-7733 FAX(203)949=735 a cT ON ENG N Client: Design Tec Inc.Report#: 027 Page 1 of 1 17 Sparks St. Date: 07/20/99 Plainville CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center rest: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION e:::.::..:.::.:.::.: ::::::.:::.:.:.:::.::::.:::.:::.:..::::.:..:::.:. +a R .:: . :: 1 Grade beam on column line K from 11 to 13 line 4 and#5 Drawing(s)• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R1 1 06/23/99 Contractor Steel 6/10/99 6/16/99 Remarks: See attached sketch for details: Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all ban seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved. Tri-State Materials Tesung Lab,Inc.takes no responstbility for movement that may occur subsequent to our inspection.The above reported data is the property ofthe client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc.Tri-State Materials Testing accepts no liability for work executed byothers. NVLAP DOES NOT ENDORSE THE PRODUCT OF TI.11S REPORT. ONyyi sai Neal J. White, P y rvsyy _ r: evtiALS T.7NAP r1^%, TRI-STATE MATERIALS TESTING LkB INC.ir CONNEMI CUT DIVISION 121"P-NORTH PLAINS INDUSTRIAL ROAD WALLINGFORD.CONNEC':ICUT 06492•i203)949-7-733 FAX(203)949-7735 iAuq U ccT/pN E G N Client: Design Tee Inc.Report#: 026 Page 1 of 1 17 Sparks St. Date: 07/21/99 Plainville,_ CT. 06062 Inspector: Al Jimenez Contractor: Design Tee Inc. Project: GCR Truck Tire Cente: Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION r:' l Double mat in footin for foundation wall 94 Drawing(s)• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R1 1 06/23/99 Contractor Steel 6/10/99 6/16/99 Remarks: See attached sketch for details: N/A Reported To:Design Tee Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab.Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved. Tri-State Materials Testing Lab.Inc.tares no responsibility for movement that may occur subsequent to our inspection.The above reported data as the property of the client. No a'1'1".. reproduction ofthe above data without the sole permission of Tri-State Materials Testing Lab.Inc.Tri-State Materials Testing accepts no liability forwork executed by others. NVLAP DOES NOT ENDORSE THE PRODUCT OF TMS REPORT. Neal J. White,RE I wear; AIALS TF r y v- 7 TRI-STATE MATERIALS TESTING LAB INC. CONNECTICUT DIVISION I21"P"NORTH PLAINS INDUSTRIAL ROAD • WALLINGFORD.CONNECTICUT 06492•t 2031 949-7733 FAX(203)949-7735 Client: Design Tec Inc.Report#: 025 Page 1 of 1 17 Sparks St. Date: 07/22/99 Plainville,_CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Renar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION nor: 1 Dowels at existing loading dock for CW wall on column line D.9 95 from 11 to 9 and place F Drawing(sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A-22 1 11/11/98 Louis Perry & Assoc. 11/10/98 3/17/99 Remarks: See attached sketch for details: N/A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab.Inc certifies that all bars seenareproperly sized and placed in accordance with drawings,and a minimum cover can be achieved. Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the property ofthe client. No ar..wa reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc Tri-State Materials F ' .0 t G/,, Testing accepts no liability for work executed by other. NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT 7.' • , .,. r,J2 ite P. n J I't«1 y{tAL;F„rIAI_ i MAC 1R."ALL t i EZ— ING La-E INC. CONNe—i:i DIVISION IZ17—SNORT-H PL.-UNS iNDUSirJA1 OAD :VALL^NGFORD.CONNE=i J6493 1:2_i 949-=—__ AX Mj)949-735 Client: Design Tee Inc.Report#: 021 Page 1 of 1 17 Sparks St. Date: 07/23/99 Plainville, -CT. 06062 Inspector: Al Jimenez Contractor: Design Tee Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION o a#o s ::::: =:::: :< <: > {: :: :%:::<: :::::: : :::::::::::::: ::>:::: >::: ::::: l Retaining wall on column line G from 8 to 11 line 4 Drawing(sl: No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-01 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: N/A Reported To:Design Tee Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the property ofthe client. No reproduction ofthe above data without the sole permission of Tri-State Materials Testing Lab.Inc.Tri-State Materials Testing accepts no liability for work executed by others. 000r aagvNVLAPDOESNOTENDORSETHEPRODUCTOFTHISREPORT. V N rimNealJ. White, PN F s i A 4 AL a...y,asa't' alaLs rEs, Ati 2 m TRI-STATE MAMMALS., TESTING LAB INC. CONNEC'TCUT DIVISION 121"P"NORTH PLAINS INDUS TRIAL ROAD • WALLINGFORD.CONNECTICUT 06492• t 203)949-7733 • FAX(203)939-7735 Client: Design Tec Inc.Report#: 021 A Page 1 of 1 17 Sparks St. Date: 07/23/99 Plainville,_ CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION Refit 1 Dowels at existing loading dock for CMU wall on column line D.9 95 from 11 to 9 Drawing(sl: No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A-22 1 11/11/98 Louis Perry&Assoc. 11/10/98 3/17/99 Remarks: Dowels were epoxied into existing walls. See attached sketch for details: rj/A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance withdrawings,and a minimum cover can be achieved. Tri-State Materials Testing Lab.Inc takes no responsibility for movement that may occur subsequent to our inspection.The above reported data as the property of the client No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc.Tri-State Materials a'-•+ i, N. :st Testing accepts no liability for worst executed by other tstt a NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT t iia`41 . t.c ',+ `,y '7eal`: White, P.E i tiles , . r\ eVk%ALS TE T TRI-STAVE MATERIALS TESTING UkE INC,. CONNEC TICUT DIVISION IZI'P"NORTH PLAINS INDUSTRIAL ROAD WALLINGFORD.CONNE-CTICUT 06492•+203)949 733 FAX(203)949=735 ccT,ON ENG r;L Client: Design Tec Inc.Report#: 032 Page 1 of 1 17 Sparks St. Date: 07/26/99 Plainville,_ CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Renter Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION 0. :..R>e nor:: fie 1 CMU wall on column line D.9 from 8 to 9 line 5 Drawing(sl: No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A.22 1 11/11/98 Louis Perry& Assoc. 11/10/98 3/17/99 Remarks: See attached sketch for details: jv/A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance withdrawings,and aminimum cover can be achieved. Tri-State Materials Testing Lab,Inc takes no responsibility for movement that may occur subsequent to our inspection 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.Tri-State M a a.mob Testing accepts no liability for work executed by other. Of t LAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT. NV j rti f; A;it w ': l J. White. RE w R1ALS;E„ S'NaaR t .S TESTINGTESTINGLAB INC. CONNECTICUT DIVISION 121"P"NORTH PL.UNS INDUSTRIAL ROAD WALLINGFORD.CONNEC:'ICUT 06492. (2031 949-7733 FAX.203)949--735 fJ uq SON E-tG r , Client: Design Tec Inc.Report#: 031 Page 1 of 1 17 Sparks St. Date: 07/28/99 Plainville,. CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION 1 CMLJ wall from column line 5 to 7 on D.9 line 5 Drawing(sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A.22 1 11/11/98 Louis Perry & Assoc. 11/10/98 3/17/99 Remarks: See attached sketch for details: N/A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab.Inc certifies that all bars seen are properly sized and pieced in accordance with drawings,and a minimum cover can be achieved Tri-State Materials Testing Lab.Inc.takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the property ofthe client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc Tri-State Materials Testing accepts no liability forwork executed by others. aRer.fwe.4i NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS RORT as* CON/ Neal J. V*i •-.FCC Al. s• N`a GAIALS TE.sT^. CONNEC7ICUT DIVISION 1:17"NORTH PLAINS INDUSTRIAL.ROAD OVA-L.LI`IGFORD.CONNECTIC:JT 0649?• ,_03)949- :_ EkX(203)949--735 r U c ripN CyG1N; Client: Design Tee Inc.Report#: 030 Page 1 of 1 17 Sparks St. Date: 07/29/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tee Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION 1 CW wall on column line D.9 from 5 to 7 line and on column line 5 5 from D to D.9 line Drawing(sl: No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A.22 1 11/11/98 Louis Perry& Assoc. 11/10/98 3/17/99 Remarks: See attached sketch for details: N/A Reported To:Design Tee Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab.Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved Tri-State Materials Testing Lab.Inc.takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the property ofthe client No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab.Inc Tri-State Materials Testing accepts no liability for work executed by others. NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT Neal J. White,P.E 40 Q r .QNAB C• s,tc.,aj Jv • k y Q• s1//i \/ vr, G tiAL TE.i r^ i 4 CONrN1 EC:ICUT DIVISION 1217"NORTH PL.MNS INDUSTRIAL:CAD YA-LLENGFORD.CON\t•_;IC:.'T 06492• 1_03)949--733 FAX(203)949-7;35 T'ON G u:C>, Client: Design Tee Inc.Report#: 034 Page 1 of 1 17 Sparks St. Date: 07/30/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tee Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION ti 1 CMU wall on column line D.9 from 5 to 7 line this is at loading dock 5 area. Drawing(sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A.22 1 11/11/98 Louis Perry & Assoc. 11/10/98 3/17/99 Remarks: See attached sketch for details: Reported To:Design Tee Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lao.Inc.certifies that all bars seen are properly sized and places in accordance with drawings,and aminimum cover can be achieved Tri-State Materials Testing Lab.Inc.takes no responsibiliry for movement that may occur subsequent to our inspection.The above reported data is the propem•ofthe client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab.Inc.Tri-State Materials Testing accepts no liability forwork executed by others I " p t' !y{r•'`+, NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT f ,,,.. ',?•_ Neal J. Whig',1P B VC 1 R v 0.1 E:TIC;:T DIVISION IORTF 0-1.-'.INS 1NDUS inIAL ROAD • WAL.LINGFORD-CON. IEC-iC;:T)6.192• ua INN cJAG%" Client: Design Tec Inc.Report#: 035 Page 1 of 1 17 Sparks St. Date: 07/31/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION 66. 1 CNM wall on column line D.9 from 7 to 9 line and on column line 5 95 from D to D.9 line. Drawing{sl• No. Revision No: Rev. Dated: Drawing Created Bv: Date of Drawing: Approved Date: A.22 1 11/11/98 Louis Perry &Assoc. 11/10/98 3/17/99 Remarks: See attached sketch for details: A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab.Inc. Tri-State Materials Testing Lab,Inc certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved. Tri-State Materials Testing Lab.Inc takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the vroperty oftheclient. No reproduction of the above oats without the soie permission of Tri-State Materials Testing Lab,Inc.Tri-State Materials Testing accepts no liability for worK executed by others. NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT i RI-S ,it°d I MATERIALS i E5 dING LAB INC. I I CONNED.,1C:JT DIVISION NORTH PLAINS iYDUST dAL ROAD YALLINGEORD.CONNEt,ICUT 06492• ,203)949-773: FAX;203 i 949=,?5 Client: Design Tec Inc.Report#: 036 Page 1 of 1 17 Sparks St. Date: 08/02/99 Plainville_, CT. 06062 Inspector: Al Jimenez Contractor: Desiizn Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION t.....:::::: :. ::::. 1 CW walls on column line 5 from D to D.9 line and bearing plates on 5 column line 5 F 11 1 J Drawing{sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A.22 1 11/11/98 Louis Perry &Assoc. 11/10/98 3/17/99 Remarks: See attached sketch for details: Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Tesung Lab,Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved Tri-State Materials Testing Lab,Inc takes no responsibility for movement that may occur subsequent to our inspection 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 Tri-State Materials Testing accepts no liability for work executed by others NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT Neal J. Wh046 •NlogJ' 1• b • !r 1 c e •' r Jam• GwJ,Q• ' i 7 iRI-STAi E MATERIALS TESTING LAB INC. CONNEC ICUT DIVISION I_I7"NORTH PLANS rNDUS7RLAL ROAD :VAL.LINGcORD.CONNEC7ICL-T 06492•1203)949--733 • E4 (2031 949-77:5 cn Y. Client: Design Tec Inc.Report#: 042 Page 1 of 1 17 Sparks St. Date: 08/03/99 Plainville, -CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION Qc Wit-:fi 1 Slab for alignment pit between column line 11.5 to 12.2 and from J to J.8 #4 mat& #5 dowel line Drawing(s)• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R-1 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: See attached sketch for details: rj/A Reported To:Design Tec Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and aminimum cover can be achieved. Tri-State Materials Testing Lab,Inc takes no responsibility for movement that may occur subsequent to our inspection.The above reported data is the property ofthe client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc Tri-State Materials Testing accepts no liability for work executed by others NVLAP DOES NOT ENDORSE THEPRODUCT OF THIS REPORT 0alaara.ft Neal J. NE f S j I to 67 31 i4, A, v t CONic_7,L..7 DIVISION NORTH PL-UNS iNDUS—FIA ROAD - WALLN.GFGRD.CONNE-7C:i 06.192 3=:1 F.-k{;=03 i 939--':S 0N c?eta rrr' Client: Design Tee Inc.Report#: 043 Page 1 of 1 17 Sparks St. Date: 08/04/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tee Inc. Project: GCR Tiuck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION 1 Foundation wall for alignment pit between column line 11.5 to 12.2 and 4 and#5 from J to J.8 line Drawing(s): No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: Remarks: Revised section"R" on drawing A-15 from Louis Perry & Associates Inc. See attached details. See attached sketch for details: Yes Reported To:Design Tee Inc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection The above reported data is the property ofthe client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab.Inc.Tri-State Materials Testingaccepts no liability for work executed by others NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT a a"'r' ''••. Neal J. )pe;P.'1't `"'} 44, 1 M Y rA• R= r^ I i-=- '(GnT:=PT -!NS ii TJ!:77 AL:OzD •.V,ZI.,'_.^1Gr----FD._:,NNTE-- j649? -2_j o1q_---_n:•o Client: Design Tec Inc.Report#: 046 Page 1 of 1 17 Sparks St. Date: 08/10/99 Plainville,-CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION oa €o 1 Footing for masonry walls inside of new building between column line 94 and#5 F.3 to G line and from column line 11 to 13. Drawing{sl• No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: R1 1 06/23/99 Contractors Steel 06/10/99 06/16/99 Remarks: J-A 12 Detail See attached sketch for details: N/A Reported To:Design Tec Inc., Salamone Assoc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum cover can be achiever!. Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection The above reported data is the property of the client. No reproduction ofthe above data unthout the sole permission of Tri-State Materials Testing Lab,Inc.Tri-State Materials Testing accepts no liability for work executed by others. Ic '+Y ONVLAPDOESNOTENDORSETHEPRODUCTOFTHISREPORTV !Neal J. White.RE J 4 1 1 4ti..Y •..i 1.ri;y,. w,. IN l— _ ;OR:..r_-^15 is U 1D :nii r..__. .„' 'ltiLr Client: Design Tec Inc.Report#: 049 Page 1 of 1 17 Sparks St. Date: 08/14/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR.Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION 1 Slab on grade from column line F to K and from 11 to 13 line at all door 44 openings r-- Drawing(s): No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A-12 1 N/A Louis Perry & Assoc. 10/05/99 N/A Remarks: See attached sketch for details: Reported To:Design Tec Inc., Salamone Assoc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and a minimum cover can be achieved. Tri-State Materials Testing Lab.Inc.takes no responsibility for movement that may occur subsequent to our inspection.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 Tri-State Materials w "Testing accepts no liability for worst executed by others NVLAP DOES NOT ENDORSE THE PRODUCT OF TMS REPORT Neal J. White,.R,' 1f r 1 V v,• F11ALS TEir^ A, TRI-STATE MATERIALS TESTING UkB INC. CONNEC'ZCUT DIVISION 121"P"NORTH PLAINS 11NDUSTRLkL ROAD • WALLINGFORD.CONNEC:!CUT 06492.1203)949 733 FAX 1'203)949 i35 AUa G Tlam Client: Design Tec Inc.Report#: 052 Page 1 of 1 17 Sparks St. Date: 08/19/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tec Inc. Project: GCR Truck Tire Center Test: Rebar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION Iff- On 1 CMU wall on column line FA from 12 to 12.8 line bond beam courses. 5 DrawingLsl: No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A-22 1 11/11/98 Louis Perry& Assoc. 11/10/98 3/17/99 Remarks: See attached sketch for details: N/A Reported To:Design Tec Inc., Salamone Assoc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab,Inc.certifies that all bars seen are properly sized and placed in accordance with drawings,and aminimum cover ran be achieved. Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our tnspecuon.The above reported data istheproperty ofthe client. No reproduction of the above data without thesole permission of Tri-State Materials Testing Lab,Inc.Tri-State Materials Testing accepts no liability for work executed by others. NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT. Ftatest:Osr, Neal J. White, P.F;r eoov cavo, JJ 7a T S J• lt9 f ayLj y 1ALS;FS T. 7 TRI-SWAT E IMLA LRQALS TESTING LAB INC.1 COIvNEC':IC'JT DIVISION 121"P"NORTH PLAINS 11,DUSTRLU ROAD • `NALLINGFORD.CONNEC':ICUT 06492• (203)949-7733 FAX 1203)949-7735 ua i Client: Design Tee Inc.Report#: 053 Page I of 1 17 Sparks St. Date: 08/20/99 Plainville, CT. 06062 Inspector: Al Jimenez Contractor: Design Tee Inc. Project: I,JCR Truck Tire Center Test: Renar Inspection Method: Visual Inspection CERTIFICATE OF INSPECTION X. 1 CMU walls on column line G and control joint and at all door openings 5 Drawing{sl: No. Revision No: Rev.Dated: Drawing Created By: Date of Drawing: Approved Date: A-26 1 11/11/98 Louis Perry & Assoc. 10/10/98 3/3/99 Remarks: See attached sketch for details: Reported To:Design Tec Inc., Salamone Assoc. Complies with Job Specifications: Yes Submitted Bv: Tri-State Materials Testing Lab,Inc. Tri-State Materials Testing Lab.Inc.certifies that all bars seen are properi sized and placed in accordance with drawings,and a minimum cover can be achieved. Tri-State Materials Testing Lab,Inc.takes no responsibility for movement that may occur subsequent to our inspection.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.Tri-State Materials Testing accepts no liability for work executed by others. NVLAP DOES NOT ENDORSE THE PRODUCT OF THIS REPORT. Neal J. White, P. r: ';rr'!'" . },