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Tax 2011B-LR130205Consuhing E mjinevring ' Georechnic; fl Entonoering " Construction Matedals 3228 Ha tifax Street, Suire A, Oz) as, Tem.)s 75247 Phone,: (972) 444-8889 Fax: (972) 444•8893 AcrA III: 1770 He No: C12 -10101 Date Sampled: 02/01/2013 Report Date: 02/05/2013 San pled By: SrniO-i, Courtney t) r o i e (1: Vanbebber Drive Street Irnprovernents By Order Of� Chris Loo atioi i: cone 180 yds Order Numbcr. 1i7 'M Ch"I it Cuty of Cc)ppell . .__w .... . .......... .. ....................... . .......... . . ..... . . . .. ... ..... - ---------------- R E P Q Rl R E P 0 R T OF , 0 N C, R 1E F E C 0 M F1 R E S S I V E S"11 R E: N GT t 1 F tEl S1 LAB NO: 141798 `rest Method: S(,, B(-flow ........... -- - --------- CHerit PO: Q-061 2 -01 IFEST RESUurs Report No: 141798 Page I of 2 Set: 1 of 2 Material: CONCRETE Location: Vanbebbor St, station 1 7-L-00, N bound side Number of Specimens: 5 Specification Slrlangth 4,000 psi ((7),28 days SlUll1t): 1 3 Air Conte ril: 3 5 Date Received: 02/02/2013 Curing Method: Standeird I ri'm Sarnpled: 8:48 arn firnr.a /:58 tram Ten,q),: Arnbient: 3611F Mix: '50"1' Slump: 2.0 Inches fransported By: I'M Air Content: 3.0%) SOL] rce/Sa m pled At: I ruck / Center Mix Code: 8274 Fla 'Jrj: 1X11 - Plant #141 Truck/ fic,,ket Ncl: 7038 / 1594640 (')Ll,.Ir)tjty Ropresontcd K) cu. yds zA W cll. yds. ph,.,wed of a 150 cu yd WWI placerne nt Remarks: (As t htloss I-11r)[od, concrete Was san-lplod and k,,stml ill accwdance w4h AS,rm r 1 3 I, CIY2, C' 143, C231 or CA 73, C10(4 ji,yj („J38. Coimpresldw,, ldreligth testli per A,'r')TM C,39. Uicnt G y of Coppoff A It w Mi% 116ck 0Uo II ( r cc copy) 0iq: 0 y W coppflj (CoppoH, I X) /Wn: 9V11, Koth Malvin, PA:, R(:espectftflly SlI[Arlitted, Afliarree Geolecl-ink-,al Gr()UP ... . ...... . ........ Perry C. Kakara, CNIF Dq),irimenr WancK m I I ill 0 I VJPOl` I APPI ONLY i() 0 I'll, SIANUAR I P SQR 1H10,A.TflJRA7S I NOUAWDANP roll I il NANAP0 F(S) Fl:`; I F' D Abll)lOk ORIA 4 Y 1VU: NO I" Ni'CH.,SAWlYlNlh I CATlVF(,)F 1110 00AL APPARI Lill I YH)[-,N II CAI 0 R S I MR AI Wr011 1'. I I : S OR PNOCi I A)ffl:5 W)R' I p0 lilFYI1,l:P I dF!A-Nl ANOLIGOINClQIIA[ I FY A, a,SUHAN(1 PROGINAMA Urfl FS"3 SO NOJ 1) R1 POHISARI I OR riff l�XCI H VF PF OF Ill[ ARID t8 D0 H W ANOARL Nul 10M eL[PkO[DkWl DWHHOUI WI011 ll.NPk RMISSION Maximurn Compressive Average Spec Age Tbsted Dameter Area Load C'ure Strength Strength -restcarj Nbr (date days) (in) (ins) (I bs) Brea 1, L-OG (1,'S1) (PSI) By Comments A 02/04/1,'3 3 6.00 28.27 117,375 Type 2 Lab 4,150 4,150 B 02108/13 7 6.00 28.27 1'32,900 type, 3 1 at) 4,700 C:11 02M/1 3: 7 6.00 28.27 133,(a85 Ty p e 2 La b 4,730 4,710 1) 03/01/13 28 6.00 28.27 139,975 Type 3 Lab 4,950 E 03/01113 28 6.00 28,27 148,300 lype 3 Lab 5,250 5, 100 II Type 1 Type 2 3 Jype, 4 type 5 -1 Type 6 Specification Slrlangth 4,000 psi ((7),28 days SlUll1t): 1 3 Air Conte ril: 3 5 Date Received: 02/02/2013 Curing Method: Standeird I ri'm Sarnpled: 8:48 arn firnr.a /:58 tram Ten,q),: Arnbient: 3611F Mix: '50"1' Slump: 2.0 Inches fransported By: I'M Air Content: 3.0%) SOL] rce/Sa m pled At: I ruck / Center Mix Code: 8274 Fla 'Jrj: 1X11 - Plant #141 Truck/ fic,,ket Ncl: 7038 / 1594640 (')Ll,.Ir)tjty Ropresontcd K) cu. yds zA W cll. yds. ph,.,wed of a 150 cu yd WWI placerne nt Remarks: (As t htloss I-11r)[od, concrete Was san-lplod and k,,stml ill accwdance w4h AS,rm r 1 3 I, CIY2, C' 143, C231 or CA 73, C10(4 ji,yj („J38. Coimpresldw,, ldreligth testli per A,'r')TM C,39. Uicnt G y of Coppoff A It w Mi% 116ck 0Uo II ( r cc copy) 0iq: 0 y W coppflj (CoppoH, I X) /Wn: 9V11, Koth Malvin, PA:, R(:espectftflly SlI[Arlitted, Afliarree Geolecl-ink-,al Gr()UP ... . ...... . ........ Perry C. Kakara, CNIF Dq),irimenr WancK m I I ill 0 I VJPOl` I APPI ONLY i() 0 I'll, SIANUAR I P SQR 1H10,A.TflJRA7S I NOUAWDANP roll I il NANAP0 F(S) Fl:`; I F' D Abll)lOk ORIA 4 Y 1VU: NO I" Ni'CH.,SAWlYlNlh I CATlVF(,)F 1110 00AL APPARI Lill I YH)[-,N II CAI 0 R S I MR AI Wr011 1'. I I : S OR PNOCi I A)ffl:5 W)R' I p0 lilFYI1,l:P I dF!A-Nl ANOLIGOINClQIIA[ I FY A, a,SUHAN(1 PROGINAMA Urfl FS"3 SO NOJ 1) R1 POHISARI I OR riff l�XCI H VF PF OF Ill[ ARID t8 D0 H W ANOARL Nul 10M eL[PkO[DkWl DWHHOUI WI011 ll.NPk RMISSION Cmommfting Gmatechmica/Ewgimmcrinq^GmmsbuodsmNlaoriMa 3228 Holmmo Street, Suite A, QaNas, fbxas 7524 7 Phmmm�(972)444'80uD Fmx�(872) 444-0M93 Wour Acct 10� 1770 Filc�No: C12-1001 Date Sanmpe&U20l/2V13 HepoOQotelO205/2O13 8omp|adBy: Smith, Courtney PnojecL VmnbebberDhve Street Improvements, 8y{}nderOf: Chda Locatiw: conc 180 yds Order Number: 1770 c| Test MeUod: Sae Beow CU�tP� �0612­01 TEST RESULTS Report No� i41798 Page 2of 2 Set: 2of2 Material: CONCRETE Locatirmi: Vanbebber Street, station 14 F50, N.bound side NwnibmrofSInmcioemw: 5 Specificaflmn SbengM: 4.000 psi @28days S|ump�1'3 Air Content: 3 8 Date. Rereiv(,,(J�02W2/2013 CludnQMeUmd: Standard lime Sampled: 1M�5Vmm 1­mmBatchc,&10:13em lemo,AmbieITI: 51^F Mix: 61511, CONFORMS Slump: 4V|nohem Tmnop^redey: IX Air Content: 5.O9& Souoe/Samp|ed At: Truck /Center mixCmde� 8274 P|ant TX| P|nn1#141 TRIC10'Fickol No: 1525 11595000 Qwmnay 10 cal. ydu.e|11Ocu.ygo. �acoJofa 15ocu yd.m,a|piamom*n| Hamwdko� °S|umpvxueedanpcuiUoa(ions oyo\Method (As App/icaU|o)� Un|easno10d,"ov*n�txwssoamp|ed and tos,ed III ocCon1mnow with ASkWC31.C172.C143.C2T1 or �173. C1084 and C|3U.�ompmoaiveo|rungm tests parAOT�C3B� mmPI . City mmn)(A� /\Il"�vfi nIck O'DoP, I cc (�opyI RespeubuMy8ubmiikad. Alliance Geoteohn|ca|G)mup Peiry LKokEiwWEDopaAmen(Managev rmoxo10n API .sanwumn+smwomovowrnmHovncnwnm^so AND mmcow^ncwI NO^w^xLSwm/uwmT::mwsm neomumsuormnPA,cwn,/"cwnc^ c*uw/vmp*oo"uo"^pnoc om"ea, N1,m IX) ros,nspnsnew,^uowsnI Nau*u/n'^ownmNUpmOGx^ww°omoo wo,eo,xsucnpron,o^ncrnnrxccxommvcuuco,me^ovmss'uo/sm IAN[ ^^ewo/w"eesrnno`H'soVV^xvo,Wmnewre*m/nnww maximum Compressive Averzige Spec ASal'ented 0mmmmr Area /oa4 Cum 31ren U. Gtr*n8h Tbsted Nbr (date ��days) (in) (imq (|bm) BnmukType Lou |> (PSI) BY Comments 8 020413 3 V-00 2827 91.600 7 ype2 Lob 5.240 3.240 B 02/08/13 7 8.00 28.27 85.36,5 Type Lvb 3.370 C 0208/13 7 6�00 28,27 95,480 Type Lab 3.38D 3.370 U 0301/13 28 6.00 2U7 138.080 1 b 4,900 E 03/01/13 28 600 2827 189,975 1 ypc 8 Lab 4.858 4.930 Yd Specificaflmn SbengM: 4.000 psi @28days S|ump�1'3 Air Content: 3 8 Date. Rereiv(,,(J�02W2/2013 CludnQMeUmd: Standard lime Sampled: 1M�5Vmm 1­mmBatchc,&10:13em lemo,AmbieITI: 51^F Mix: 61511, CONFORMS Slump: 4V|nohem Tmnop^redey: IX Air Content: 5.O9& Souoe/Samp|ed At: Truck /Center mixCmde� 8274 P|ant TX| P|nn1#141 TRIC10'Fickol No: 1525 11595000 Qwmnay 10 cal. ydu.e|11Ocu.ygo. �acoJofa 15ocu yd.m,a|piamom*n| Hamwdko� °S|umpvxueedanpcuiUoa(ions oyo\Method (As App/icaU|o)� Un|easno10d,"ov*n�txwssoamp|ed and tos,ed III ocCon1mnow with ASkWC31.C172.C143.C2T1 or �173. C1084 and C|3U.�ompmoaiveo|rungm tests parAOT�C3B� mmPI . City mmn)(A� /\Il"�vfi nIck O'DoP, I cc (�opyI RespeubuMy8ubmiikad. Alliance Geoteohn|ca|G)mup Peiry LKokEiwWEDopaAmen(Managev rmoxo10n API .sanwumn+smwomovowrnmHovncnwnm^so AND mmcow^ncwI NO^w^xLSwm/uwmT::mwsm neomumsuormnPA,cwn,/"cwnc^ c*uw/vmp*oo"uo"^pnoc om"ea, N1,m IX) ros,nspnsnew,^uowsnI Nau*u/n'^ownmNUpmOGx^ww°omoo wo,eo,xsucnpron,o^ncrnnrxccxommvcuuco,me^ovmss'uo/sm IAN[ ^^ewo/w"eesrnno`H'soVV^xvo,Wmnewre*m/nnww RLLIPIIYCE GEQTECMICRL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C12 -1001 Date Sampled: 02/05/2013 Report Date: 02/11/2013 Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location: Vanbebber Drive Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141945 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141945 Page 1 of 2 Set: 1 of 2 Material: CONCRETE Location: Vanbebber Drive, station 17 +00 Spec Age Tested Diameter Nbr (date : days) (in) A 02/08/13:3 6.00 B 02/12/13:7 6.00 C 02/12/13:7 6.00 D 03/05/13:28 6.00 E 03/05/13:28 6.00 Maximum Area Load (in 2) (Ibs) 28.27 103,415 28.27 112,030 28.27 111,545 28.27 28.27 r Type ..1........ Specification Strength: 4,000 psi @ 28 days Slump: 3 - 5 Air Content: 3 - 6 Date Received: 02/06/2013 Curing Method: Standard Time Sampled: 10:30 am Time Batched: 9:40 am Temp.: Ambient: 62 °F Mix: 65 °F Compressive Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,660 3.950 Lab Lab I i Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 4.75 Inches Transported By: TXI Air Content: 6.0% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #131 Truck /Ticket No: 1518 / 1598026 Quantity Represented: 10 cu. yds. at 40 cu. yds. placed of a 120 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Cure Strength Break Type Loc (PSI) Type 5 Lab 3,660 Type 2 Lab 3,960 Type 2 Lab 3,950 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,660 3.950 Lab Lab I i Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 4.75 Inches Transported By: TXI Air Content: 6.0% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #131 Truck /Ticket No: 1518 / 1598026 Quantity Represented: 10 cu. yds. at 40 cu. yds. placed of a 120 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. N t I MURNIZE OU Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C12 -1001 Date Sampled: 02/05/2013 Report Date: 02/11/2013 Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location.- Vanbebber Drive Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141945 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141945 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Location: Vanbebber Drive, station 18 +50 Spec Age Tested Diameter Nbr (date : days) (in) A 02/08/13:3 6.00 B 02/12/13:7 6.00 C 02/12/13:7 6.00 D 03/05/13:28 6.00 E 03/05/13:28 6.00 Specification Strength: 4,000 psi @ 28 days Slump: 3 - 5 Air Content: 3 - 6 Date Received: 02/06/2013 Curing Method: Standard Time Sampled: 12:50 pm Time Batched: 12:00 pm Temp.: Ambient: 64 °F Mix: 63 °F Number of Specimens: 5 Maximum Average Area Load Strength Tested (in 2) (Ibs) Break Type 28.27 104,305 Type 5 3,690 28.27 126,935 Type 5 4,490 28.27 124,520 Type 5 4,400 28.27 Lab 28.27 Lab P R Type 1 Type 2 Type 3 Specification Strength: 4,000 psi @ 28 days Slump: 3 - 5 Air Content: 3 - 6 Date Received: 02/06/2013 Curing Method: Standard Time Sampled: 12:50 pm Time Batched: 12:00 pm Temp.: Ambient: 64 °F Mix: 63 °F Number of Specimens: 5 I ..............1 FIEI 1� Type 4 Type 5 Type 6 Slump: 5.0 Inches Air Content: 5.0% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #142 Truck /Ticket No: 3027 / 1598369 Quantity Represented: 10 cu. yds. at 100 cu. yds. placed of a 120 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group A�_ Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 3,690 3,690 Lab 4,490 Lab 4,400 4,450 Lab Lab I ..............1 FIEI 1� Type 4 Type 5 Type 6 Slump: 5.0 Inches Air Content: 5.0% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #142 Truck /Ticket No: 3027 / 1598369 Quantity Represented: 10 cu. yds. at 100 cu. yds. placed of a 120 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group A�_ Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. i I� I Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C12 -1001 Report Date: 02/05/2013 Project: Vanbebber Drive Street Improvements Location: conc 300 yds Date Sampled: 01/30/2013 Sampled By: Smith, Courtney By Order Of: Chris Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141696 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Set: 1 of 2 Material: CONCRETE Location: Vanbebber Street, station 14 +00, N. side Maximum Compressive Spec Age Tested Diameter Area Load Cure Strength Nbr (date : days) (in) (in 2) (lbs) Break Type Loc (PSI) A 02/02/13 : 3 6.00 28.27 102.615 Type 2 Lab 3,630 B 02/06/13:7 6.00 28.27 C 02/06/13:7 6.00 28.27 D 02/27/13:28 6.00 28.27 E 02/27/13:28 6.00 28.27 ..1........ Type 2 Type Specification Strength: 3,600 psi @ 28 days Slump: 1 - 3 Air Content: 3 - 5 Date Received: 01/31/2013 Curing Method: Standard Time Sampled: 8:45 am Time Batched: 7:53 am Temp.: Ambient: 48 °F Mix: 50 °F Report No: 141696 Page 1 of 2 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,630 FIE1 F1 Type 5 Type 6 Slump: 2.0 Inches Air Content: 3.6% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #128 Truck /Ticket No: 3803 / 1591853 Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 190 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Ka ra, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THEADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Lab Lab Lab Lab Type 2 Type 3 Type 4 Report No: 141696 Page 1 of 2 Number of Specimens: 5 Average Strength Tested (PSI) By Comments 3,630 FIE1 F1 Type 5 Type 6 Slump: 2.0 Inches Air Content: 3.6% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #128 Truck /Ticket No: 3803 / 1591853 Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 190 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. Ka ra, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THEADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. nLLIRNCE E 1fe Ilu G Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C12 -1001 Date Sampled: 01/30/2013 Report Date: 02/05/2013 Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location: conc 300 yds Order Number: 1770 Client: City of Coppell REPORT. REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141696 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141696 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Location: Vanbebber Street, station 10 +50, N.bound side Specification Strength: 3,600 psi @ 28 days Slump: 1 - 3 Air Content: 3 - 5 Date Received: 01/31/2013 Curing Method: Standard Time Sampled: 12:00 pm Time Batched: 10:51 am Temp.: Ambient: 51 °F Mix: 55 °F Number of Specimens: 5 Compressive Average Maximum Strength Spec Age Tested Diameter Area Load Lab Nbr (date : days) (in) (in 2) (lbs) Break Type A 02/02/13: 3 6.00 28.27 103,820 Type 2 B 02/06/13:7 6.00 28.27 C 02/06/13:7 6.00 28.27 D 02/27/13:28 6.00 28.27 E 02/27/13:28 6.00 28.27 R � R R IU Type 1 Type 2 Type 3 Specification Strength: 3,600 psi @ 28 days Slump: 1 - 3 Air Content: 3 - 5 Date Received: 01/31/2013 Curing Method: Standard Time Sampled: 12:00 pm Time Batched: 10:51 am Temp.: Ambient: 51 °F Mix: 55 °F Number of Specimens: 5 l ` ...._ .......... [][]- ..._........... Type 4 Type 5 Type 6 Slump: 4.0 Inches Air Content: 3.5% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #143 Truck /Ticket No: 8029 / 1592203 Quantity Represented: 10 cu. yds. at 100 cu. yds. placed of a 190 cu. yd. total placement Remarks: *Slump exceeds specfications Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. K ara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Average Cure Strength Strength Tested Loc (PSI) (PSI) By Comments Lab 3,670 3,670 Lab Lab Lab Lab l ` ...._ .......... [][]- ..._........... Type 4 Type 5 Type 6 Slump: 4.0 Inches Air Content: 3.5% Mix Code: 8274 Transported By: TXI Source /Sampled At: Truck / Center Plant: TXI - Plant #143 Truck /Ticket No: 8029 / 1592203 Quantity Represented: 10 cu. yds. at 100 cu. yds. placed of a 190 cu. yd. total placement Remarks: *Slump exceeds specfications Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group Perry C. K ara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALLlftl"fCE GGEOTECNNICflL GROUP Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 Acct ID: 1770 File No: C12 -1001 Date Sampled: 02/01/2013 Report Date: 02/05/2013 Sampled By: Smith, Courtney Project: Vanbebber Drive Street Improvements By Order Of: Chris Location: conc 180 yds Order Number: 1770 Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 141798 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141798 Page 1 of 2 Set: 1 of 2 Material: CONCRETE Location: Vanbebber St, station 17 +00, N.bound side Maximum Spec Age Tested Diameter Area Load Nbr (date : days) (in) (in 2) (Ibs) Break Type A 02/04/13:3 6.00 B 02/08/13:7 6.00 C 02/08/13:7 6.00 D 03/01/13:28 6.00 E 03/01/13:28 6.00 28.27 117,375 Type 2 28.27 28.27 28.27 28.27 Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 1 - 3 Air Content: 3 - 5 Date Received: 02/02/2013 Curing Method: Standard Time Sampled: 8:48 am Time Batched: 7:58 am Temp.: Ambient: 36 °F Mix: 50 °F Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,150 F-J1111- Ed IU B 111111 Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.0 Inches Transported By: TXI Air Content: 3.0% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #141 Truck /Ticket No: 7038 / 1594640 Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 150 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group AJ Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. Compressive Cure Strength Loc (PSI) Lab 4,150 Lab Lab Lab Lab Number of Specimens: 5 Average Strength Tested (PSI) By Comments 4,150 F-J1111- Ed IU B 111111 Type 2 Type 3 Type 4 Type 5 Type 6 Slump: 2.0 Inches Transported By: TXI Air Content: 3.0% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #141 Truck /Ticket No: 7038 / 1594640 Quantity Represented: 10 cu. yds. at 20 cu. yds. placed of a 150 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group AJ Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. ALL.MCE GEOTECHR'IICRL COUP Acct ID: 1770 Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C12 -1001 Report Date: 02/05/2013 Project: Vanbebber Drive Street Improvements Location: conc 180 yds Client: City of Coppell REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST Date Sampled: 02/01/2013 Sampled By: Smith, Courtney By Order Of: Chris Order Number: 1770 LAB NO: 141798 Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 141798 Page 2 of 2 Set: 2 of 2 Material: CONCRETE Location: Vanbebber Street, station 14 +50, N.bound side Maximum Spec Age Tested Diameter Area Load Cure Nbr (date : days) (in) (in 2) (Ibs) Break Type Loc A 02/04/13:3 6.00 B 02/08/13:7 6.00 C 02/08/13:7 6.00 D 03/01 /13:28 6.00 E 03/01/13:28 6.00 28.27 91,600 Type 2 28.27 28.27 28.27 28.27 Type 1 Specification Strength: 4,000 psi @ 28 days Slump: 1 - 3 Air Content: 3 - 5 Date Received: 02/02/2013 Curing Method: Standard Time Sampled: 10:50 am Time Batched: 10:13 am Temp.: Ambient: 51 °F Mix: 65 °F Lab Lab Lab Lab Lab Number of Specimens: 5 Compressive Average Strength Strength Tested (PSI) (PSI) By Comments 3,240 3,240 a,kl Type 2 t Type 4 LID Type 5 EI Type 6 Type 3 Slump: 4.0 Inches Transported By: TXI Air Content: 5.0% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #141 Truck /Ticket No: 1525 / 1595000 Quantity Represented: 10 cu. yds. at 110 cu. yds. placed of a 150 cu. yd. total placement Remarks: *Slump exceeds specifications Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group 41L Perry C. Kakara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES. NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. f1LLltihlCE GCMTECIif!lCRL GROUP Acct ID: 1770 Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444 -8889 Fax: (972) 444 -8893 File No: C12 -1001 Report Date: 02/05/2013 Previously Reported: 01/15/2013 Project: Vanbebber Drive Street Improvements Location: N.bound Lakewood Ct at VanBebber intersection Date Sampled: 01/07/2013 Sampled By: Godwin, Jonathan By Order Of: Chris Order Number: 1770 Client: City of Coppell Number of Specimens: 5 REPORT: REPORT OF CONCRETE COMPRESSIVE STRENGTH TEST LAB NO: 140729 Material: CONCRETE Test Method: See Below Client PO: Q- 0612 -01 TEST RESULTS Report No: 140729 C 01/14/13:7 Page 1 of 1 28.27 Spec Age Tested Diameter Area Nbr (date : days) (in) (in 2) A 01/10/13:3 6.00 28.27 B 01/14/13:7 6.00 28.27 C 01/14/13:7 6.00 28.27 D 02/04/13:28 6.00 28.27 E 02/04/13:28 6.00 28.27 Type 1 Specification Strength: 4,500 psi @ 28 days Slump: 3 - 5 Air Content: 4 - 6 Date Received: 01/08/2013 Curing Method: Standard Time Sampled: 11:55 am Time Batched: 11:18 am Temp.: Ambient: 39 °F Mix: 59 *F Maximum Compressive Average Load Cure Strength Strength Tested (Ibs) Break Type Loc (PSI) (PSI) By Comments 96,920 Type 2 Lab 3,430 3,430 113,630 Type 3 Lab 4,020 111,040 Type 3 Lab 3,930 3,970 163,425 Type 2 Lab 5,780 158,720 Type 2 Lab 5,610 5,700 [f­�,--J­ IME I ri El' U LID El Type 2 Type 3 Type 4 Type 5 Type 6 CONFORMS Slump: 4.75 Inches Transported By: TXI Air Content: 5.3% Source /Sampled At: Truck / Center Mix Code: 8274 Plant: TXI - Plant #131 Truck /Ticket No: 7034 / 1575448 Quantity Represented: 10 cu. yds. at 10 cu. yds. placed of a 50 cu. yd. total placement Remarks: Test Method (As Applicable): Unless noted, concrete was sampled and tested in accordance with ASTM C31, C172, C143, C231 or C173, C1064 and C138. Compressive strength tests per ASTM C39. Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy) Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Alliance Geotechnical Group A�_I_ Perry C. akara, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.