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Rolling Oaks MC-LR081107CTLITHOMPSON CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K51074 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: 7XI INDUSTRIES FREEPORT PARKWAY Location: SLAB -ON -GRADE #2, 5' NORTH OF THE WATER MAIN Cast Date: 812712008 Ticket: 741050 Batch Time: 09:25 Concrete Mix: 8272 In -Lab Date: 812812008 Truck Number: 8004 Test Time: 10:20 Specimens Made By: BB 3 28 4.00 12.57 60,160 4790 Wedge - 4 28 4.00 12.57 60,180 4790 Wedge ,�ti�titt�t Average: 4790 160 1 1 ��Z ..,OF.T CTLIThompson Texas, i Pr' cc: 7XIINDUSTRIES '� . * i........4 ................. * J. STUART TODD ARCHITECTS R.J. HAMMERBERG r THE FAIN COMPANY ..........................�.... RICHAR MERB ''s, f j�Q,; SENIOR PRINCIPAL 1t t�� jsS�aNA E ��.'�'`,•, 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC initial Luring Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other o F o F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (f c) Slump Air Content Density Temperature 3000 psi @ 28 days 5.00 in. 3.1% 92 deg. F Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of f c Fracture 1 7 4.00 12.57 45,960 3660 F We dge 2 7 4.00 12.57 48,440 3850 1 Wedge Average: 3760 125 3 28 4.00 12.57 60,160 4790 Wedge - 4 28 4.00 12.57 60,180 4790 Wedge ,�ti�titt�t Average: 4790 160 1 1 ��Z ..,OF.T CTLIThompson Texas, i Pr' cc: 7XIINDUSTRIES '� . * i........4 ................. * J. STUART TODD ARCHITECTS R.J. HAMMERBERG r THE FAIN COMPANY ..........................�.... RICHAR MERB ''s, f j�Q,; SENIOR PRINCIPAL 1t t�� jsS�aNA E ��.'�'`,•, 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC CTL I THOMPSON CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K51075 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: SLAB -ON -GRADE #1, 20' NORTH OF THE WATER MAIN Cast Date: 812712008 Ticket: 741855 Batch Time: 10:10 Concrete Mix: 8272 In -Lab Date: 812812008 Truck Number: 7002 Test Time: 11:15 Specimens Made By: BB inixiall Luring Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other o F o F Fog Room Physical Prope Specified Strength (f c) Slump 3000 psi @ 28 days 5.25 in. Crete (ASTM C143, C231, C138, C1 Air Content Density 2.9% 3 28 4.00 12.57 57,610 4580 4 28 4.00 12.57 58,580 4660 - Average: 4620 CTLIThompson Texas, RICHARD r/FfA!/i+r6ME SENIOR PRINCIPAL � P �� 'OF. r � 'rg s t tl HAMMERBERG 80610 F '- ICENSE�••� 11 TONAL Percent of fc 125 154 Temperature 92 deg. F Type of Fracture Wedge Wedge Wedge Wedge cc: TXIINDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Number Days (inches) (sq. inches) (lbs.) Strength (psi) 1 7 4.00 12.57 47,850 3810 2 7 4.00 12.57 46,610 3710 Average: 3760 3 28 4.00 12.57 57,610 4580 4 28 4.00 12.57 58,580 4660 - Average: 4620 CTLIThompson Texas, RICHARD r/FfA!/i+r6ME SENIOR PRINCIPAL � P �� 'OF. r � 'rg s t tl HAMMERBERG 80610 F '- ICENSE�••� 11 TONAL Percent of fc 125 154 Temperature 92 deg. F Type of Fracture Wedge Wedge Wedge Wedge cc: TXIINDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC r L L C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K51128 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: REDI MIX FREEPORT PARKWAY Location: INLET BOTTOM, NORTH LOOP, SOUTH SIDE OF ROAD Cast Date: 91512008 Ticket: 59032229 Initial uring Min. Temp: o F Batch Time: 12:35 Concrete Mix: 34OL1504 In -Lab Date: 91612008 Truck Number: 1345 Physical Properties of Concrete Test Time: 01:50 Specimens Made By: GK Curing Method: Lab Initial uring Min. Temp: o F Max Temp: 88 o F Final Curing Curing Method: Fog Roo Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (fc) Slump Air Content Density Temperature 4000 psi @ 28 days 3.75 in. 2.7% 97 deg. F Compressive Strengths (ASTM C39) Specimen Number Age in Days Diameter Area (inches) (sq. inches) Max. Load Compressive (lbs.) Strength (psi) Percent Type of of f c Fracture 1 7 6.00 28.27 115,240 4080 Cone 2 7 6.00 28.27 117,480 4160 Cone Average: 4120 103 3 28 6.00 28.27 140,930 4980 Columnar 4 28 6.00 28.27 137,880 4880 Wedge Average: 4930 123 CTLIThom son Texas q` cc: REDI MIX J. STUART TODD ARCHITECTS HAMME ..........ER * r THE FAIN COMPANY . . .... RICHA J. AMMER 0610 SENIOR PRINCIPAL lli2 i � ��,r^� 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC CTLITHOMPSON CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K52075 - DA08152.000 Report of Concrete Compressive Strenqth Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: RED/ MIX FREEPORT PARKWAY Location: BOTTOM OF CURB DRAINAGE AT NE CORNER OF THE JOB SITE Cast Date: 911212008 Ticket: 59032534 Batch Time: 09:18 Concrete Mix: 340L1504 In -Lab Date: 911312008 Truck Number: 1216 Test Time: 10:10 I Specimens Made By: KM Number Initial Curing (inches) (sq. inches) >-- Final Curing Curing Method: Min. Temp: Max Temp: 4.00 Curing Method: Other ° F ° F 2 Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (Pc) Slump Air Content Density Temperature 4000 psi @ 28 days 4.50 in. 86 deg. F 3 28 Compressive Strengths (ASTM C39) 12.57 Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of f c Fracture 1 7 4.00 12.57 42,510 3380 Cone 2 7 4.00 12.57 40,490 3220 Cone Average: 3300 83 3 28 4.00 12.57 54,450 4330 4680 Shear 4 28 4.00 12.57 58,760 Shear Average: 1 4500 I 113 CTLIThompson T RICHAWJ. PAMMER SENIOR PRINCIPAL �+�� •• lF��sl t ......................:..... f' HAMMERBERG PE 80610 :' e I IIN M A L Et> tip. cc: RED/ MIX J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 I Dallas, TX 752201 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTL1Thompson Texas, LLC U a r- E X N AS. L L C CITY OF COPPELL 255 PARKWAY BOULEVARD Date: 1110712008 P.O. BOX 478 Report ID: K52093 - DA08152.000 COPPELL TX 75019 Report of Concrete Compr essive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: REDI MIX FREEPORT PARKWAY Location: HEAD WALL AND SLOPE AT LINE A, STA. 0 +00 AND LINE B, STA. 0 +00 Cast Date: 911612008 Ticket: 13622126 Batch Time: 09:23 Concrete Mix: 34OL1504 In -Lab Date: 911712008 Truck Number: 1015 Test Time: 10:15 Specimens Made By: DC Initial Curing Final Curing Curing Method: Min. temp: Max Temp: Curing Method: Other ° F ° F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (17c) Slump Air Content Density Temperature 4000 psi @ 28 days 3.00 in. Z1% 82 deg. F Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of fc Fracture 1 7 4.00 12.57 55,700 4430 Shear 2 7 4.00 12.57 57,020 4540 Shear Average: 4480 112 3 28 4 28 4 .00 12.57 4.00 12.57 ........... F� tt1 4�'.l caracnr_ r 72,760 5790 1 Wedge 75,680 6020 F Columnar Average: 5900 148 cc: REDI MIX J. STUART TODD ARCHITECTS THE FAIN COMPANY CTLIThompson Texas, RICHARD4. HAMME SENIOR PRINCIPAL . . . . . .. ......................., 60610 �� rF 'VCr.NsQ- - * * *� Av 10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972 - 831 - 1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC T CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K61904 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: 7XI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 100' NW OF SEWER DRAIN OFF RUBY ROAD ENTRANCE Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of fc Fracture 1 L 7 4.00 1 12.57 59,270 4720 Wedge 2 1 7 4.00 12.57 55,550 4420 Wedge - 'ct.>Litt °:..T� i Average: 4570 127 P � : ..•.• CTLIThompson Texas, ° q`r,rt1� cc. 7XIINDUSTRIES .. Il * * J. STUART TODD ARCHITECTS HAMMERBERG THE FAIN COMPANY RICHA H MERB 8061 Q ' Q .'`► SENIOR PRINCIPAL lt4x- 10575 Newkirk Street, Suite 780 I Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC compressive Strengths (ASTM C39) R TE X A S L L C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K61905 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE l Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 50' NORTH OF THE SEWER DRAIN OFF FIRE LANE Specimen Number Age in Days Diameter (inches) Area (sq. inches) 1 7 4.00 12.57 2 7 4.00 12.57 CTLIThompson Texami�.A:XC �• *: .....................? *. J. NAMMFR IERG 11.11 RICH D . HAMME ",,PE$Q ;' Q. r SENIOR PRINCIPAL tl lt i s cl� NA N ��,,, Max. Load Compressive Percent Type of (lbs.) Strength (psi) of f c Fracture 64,770 5150 Wedge 58,220 4630 Wedge Average: 4890 136 cc: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC Compressive Strengths (ASTM C39) e N& WX A S, L C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K61906 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 20' NW OF THE SEWER DRAIN OFF RUBY ROAD ENTRANCE Cast Date: 1011012008 Ticket: 766827 Batch Time: 08:42 Concrete Mix: 8274 In -Lab Date: 1011112008 Truck Number: 1111 Test Time: 09:30 Specimens Made By: BB initial uring Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other o F o F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (f c) Slump Air Content Density Temperature 3600 psi @ 28 days 5.00 in. 4.1% 76 deg. F Compressive Strengths (ASTM C39) Specimen Age in Number Days 1 7 2 7 CTLIThompson Texas Diameter Area Max. Load (inches) (sq. inches) (lbs.) 4.00 12.57 58,560 4.00 12.57 62,920 Compressive Percent Type of Strength (psi) of fc Fracture 4660 Wedge 5010 Wedge 4840 134 RICHAF�O J. +f AMME SENIOR PRINCIPAL OF r tt It ............................. J. HAMME RBERG 3E 80610 4 Average: cc: TXIINDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC r xa'S CITY OF COPPELL 255 PARKWAY BOULEVARD Date: 1110712008 P.O. BOX 478 Report ID: K61907 - DA08152.000 COPPELL TX 75019 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: M INDUSTRIES FREEPORT PARKWAY Location: PAVING, 60' EAST OF THE FREEPORT PARKWAY ENTRANCE Cast Date: 1011012008 Ticket: 766901 Batch Time: 11:50 Concrete Mix: 8274 In -Lab Date: 1011112008 Truck Number: 1054 Test Time: 12:36 Specimens Made By: BB Initial Curing Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other ° F ° F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (fc) Slump Air Content Density Temperature 3600 psi @ 28 days 5.00 in. 4.2% 81 deg. F Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Number Days (inches) (sq. inches) 1 7 4.00 12.57 2 1 7 4.00 12.57 CTLIThompson Texas, RICHARP77YIAMME SENIOR PRINCIPAL Max. Load Compressive Percent Type of (lbs.) Strength (psi) of fc Fracture 65,710 5230 Wedge 64,100 5100 Wedge Average: 5160 143 cc: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC a .H. NUMOR14-:191, A RE X A S L L C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K61908 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 20' EAST OF THE FREEPORT PARKWAY ENTRANCE Cast Date: 1011012008 Ticket: 766926 Batch Time: 13:32 Concrete Mix: 8274 In -Lab Date: 1011112008 Truck Number: 7664 Test Time: 14:10 Specimens Made By: BB _. _ 4.00 1 12.57 64,470 5130 Wedge 2 7 inivaii Luring Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other o F ° F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (f c) Slump Air Content Density Temperature 3600 psi @ 28 days 5.25 in. 2.8% 84 deg. F 10575 Newkirk Street, Suite 780 1 Dallas, TX 752201 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of fc Fracture 1 1 7 4.00 1 12.57 64,470 5130 Wedge 2 7 4.00 1 12.57 62,700 4990 Wedge � OF t tt Average: 5060 141 CTLIThompson Texas, r cc: TXI INDUSTRIES % *r�r r .. r ......................... J. STUART TODD ARCHITECTS HAMMER BERG X THE FAIN COMPANY RICHARD . H MERB ... .............................,► ilrt=; SENIOR PRINCIPAL 1SS�aG�� 10575 Newkirk Street, Suite 780 1 Dallas, TX 752201 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC CTLITHOMPSON CITY OF COPPELL 255 PARKWAY BOULEVARD Date: 11/07/2008 P.O. BOX 478 Report ID: K61909 - DA08152.000 COPPELL TX 75019 Report of Concrete Compres Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 40' NORTH OF THE 4 -WAY SPLIT Cast Date: 1011012008 Ticket: 768100 Batch Time: 15:40 Concrete Mix: 8274 In -Lab Date: 1011112008 Truck Number: 8021 Test Time: 16:45 Specimens Made By: BB Initial Curing Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other o F o F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (fc) Slump Air Content Density Temperature 3600 psi @ 28 days 5.50 in. 4.8% 87 deg. F Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of fc Fracture 1 7 6.00 28.27 135,680 4800 Wedge 2 7 6.00 28.27 125,520 4440 Wedge �, C 1ti�ZZ�1 r 1 r OF Average: 4620 128 r �� ` • CTLIThompson Texas,' * �� cc: 7Xl INDUSTRIES ............................... *. r J. STUART TODD ARCHITECTS .J. NAMMERBERG THE FAIN COMPANY . % .........................r.,.. r q . RICH AR MMER Mitt SENIOR PRINCIPAL 1SStaNAI �N4��,^M.. � tt11111L`ti'°° 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 i Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC OF "TE X A S L L 'C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: M INDUSTRIES FREEPORT PARKWAY Location: PAVING, FREEPORT PARKWAY, 10' EAST OF THE SEWER DRAIN Cast Date: 1012212008 Ticket: 772937 Batch Time: 04:40 Concrete Mix: 8274 In -Lab Date: 1012312008 Truck Number: 7812 Test Time: 06 :11 Specimens Made By: BB Date: 1110712008 Report ID: K61962 - DA08152.000 CTLJThor,Wsgn T OF '11 W ............. R.J. HAMWERS . ..,..., .€ 8C61 w� t112 tS5_�Q !JA GN��..^ cc: M INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY RICHARD J `HAMMER SENIOR PRINCIPAL 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTL1Thompson Texas, LLC mival wring Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Lab ° F 69 ° F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (fc) Slump Air Content Density Temperature 4000 psi @ 28 days 5.75 in. 3.2% 80 deg. F Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of fc Fracture 1 7 4.00 12.57 50,650 4030 Cone 2 7 4.00 12.57 50,030 3980 F Cone Average: 4000 100 CTLJThor,Wsgn T OF '11 W ............. R.J. HAMWERS . ..,..., .€ 8C61 w� t112 tS5_�Q !JA GN��..^ cc: M INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY RICHARD J `HAMMER SENIOR PRINCIPAL 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTL1Thompson Texas, LLC s, E PP A'; S, t L C CITY OF COPPELL 255 PARKWAY BOULEVARD Date: 11/07/2008 P.O. BOX 478 Report ID: K61963 - DA08152.000 COPPELL TX 75019 Report of Concrete Compres Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, FIRELANE 70' NORTH OF RUBY ROAD SOUTHBOUND LANE Cast Date: 10/22/2008 Ticket: 772896 Batch Time: 03:22 Concrete Mix: 8274 In -Lab Date: 1012312008 Truck Number: 7812 Test Time: 04:15 Specimens Made By: BB Initial Curing Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Lab ° F 68 ° F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength ft) Slump Air Content Density Temperature 4000 psi @ 28 days 8.00 In. 2.6% 80 deg. F Compressive Strengths (ASTM C39) Specimen Age in Number Days 1 1 7 2 1 7 RICHARD JMAMME SENIOR PRINCIPAL Diameter Area (inches) (sq. inches) 4.00 12.57 4.00 12.57 thii Na Max. Load Compressive Percent Type of (lbs.) Strength (psi) of f c Fracture 49,620 3950 Cone 50,570 4020 Cone Average: 3980 100 cc: 7XI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 7801 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTL1Thompson Texas, LLC W "LC X A S L CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K61977 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 20' EAST OF LIGHT POLE Cast Date: 1012212008 Ticket: Batch Time: 05.22 Concrete Mix: 8274 In -Lab Date: 1012312008 Truck Number: 1567 Test Time: 07.30 Specimens Made By: BB 1 7 4.00 12.57 51,980 4140 Shear 2 7 inivat wring Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: i Lab 0 F 69 ° F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (fc) Slump Air Content Density Temperature 4000 psi @ 28 days 5.50 in. 4.1% 81 deg. F 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTL1Thompson Texas, LLC Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of fc Fracture 1 7 4.00 12.57 51,980 4140 Shear 2 7 4.00 12.57 50,770 4040 Cone Average: 4090 102 °~ OF r CTLIThompson Texas, L ; � • ...'d' 1 cc: TXIINDUSTRIES *11 =••••r J. STUART TODD ARCHITECTS r••••�.• ^•••••••••••••••••• • THE FAIN COMPANY R BERG r RICH A MERE SENIOR PRINCIPAL P � ........ �.• 805 f 0 r lr�y�• �f i Ns•o ,.••`�,L��„ 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTL1Thompson Texas, LLC • T E X A S L L C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K61992 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 120' SE OF THE NORTH FIRE HYDRANT Cast Date: 1012412008 Ticket: 775493 Batch Time: 15 :53 Concrete Mix: 8274 In -Lab Date: 1012512008 Truck Number: 8001 Test Time: 17 :20 Specimens Made By: BB inivai %,uring I -iinal curing Curing Method: Min. Temp: Max Temp: Curing Method: Other ° F ° F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (fc) Slump Air Content Density 3600 psi @ 28 days 5.25 in. 3.1% Specimen Number 1 2 CTLIThom Age in Days Compressive Strengths (ASTM C39) Diameter Area Max. Load Compressive (inches) (sq. inches) (lbs.) Strength (psi) 7 4.00 12,57 56,430 4490 7 4.00 12.57 55,360 4410 Average: 4450 n Texas * , ......................... . .... HAMMERBERG RICHA J.�KAMMER RE ouu i u Q SENIOR PRINCIPAL 11tti Percent of fc 124 Temperature 84 deg. F Type of Fracture Shear Cone cc: 7XI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLiThompson Texas, LLC • T E X f1 S, LL C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K61993 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 15' WEST OF THE NORTH CURB (MEDIAN) Cast Date: 1012412008 Ticket: 775535 Batch Time: 18 :03 Concrete Mix: 8274 In -Lab Date: 1012512008 Truck Number: 1579 Test Time: 19 :10 Specimens Made By: BB CTLIThompson T RICHARP77�AMME SENIOR PRINCIPAL OF rF t it fi t •••..:, ;, 2 ''�s 1, HAM ERBERG • ..,...,, E 80610 — r' )iSS�ONAL EN�A: cc: 7XI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTL1Thompson Texas, LLC initial Luring Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other ° F o F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (f c) Slump Air Content Density Temperature 3600 psi @ 28 days 5.00 in. 2.8% 84 deg. F Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of fc Fracture 1 7 4.00 1 12.57 63,520 5050 Cone 2 7 1 4.00 112.57 58,700 4670 Cone �,ti1rtil�t Average: 4860 135 CTLIThompson T RICHARP77�AMME SENIOR PRINCIPAL OF rF t it fi t •••..:, ;, 2 ''�s 1, HAM ERBERG • ..,...,, E 80610 — r' )iSS�ONAL EN�A: cc: 7XI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTL1Thompson Texas, LLC 7`E X A � L C" CITY OF COPPELL 255 PARKWAY BOULEVARD Date: 1110712008 P.O. BOX 478 Report ID: K61997 - DA08152.000 COPPELL TX 75019 Report of Concrete Compr essive Strenath Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: 7XI INDUSTRIES FREEPORT PARKWAY Location: PAVING, FREEPORT PARKWAY FIRELANE #1, 15' NE OF THE CURB (MEDIAN) Cast Date: 1012412008 Ticket: 775028 Batch Time: 10:17 Concrete Mix: 8274 In -Lab Date: 1012512008 Truck Number: 1102 Test Time: 11:30 Specimens Made By: BB Initial Curing Final Curin Curing Method: Min. Temp: Max Temp: Curing Method: Other o F o F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (f c) Slump Air Content Density Temperature 4000 psi @ 28 days 5.50 in. 2.0% 84 deg. F Compressive Strengths (ASTM C39) Specimen Age in Number Days 1 7 2 7 CTLiThompson Texas, RICHAR J. MERB R SENIOR PRINCIPAL Diameter Area (inches) (sq. inches) 4.00 12.57 4.00 12.57 ,�.�•1�titLEtE OF rg- 11 1 l � J. HAit�f`4ERBERG �.�•. 80610 ... Ill i ti e , S S�ONAL �.,.x Max. Load Compressive Percent Type of (l Strength (psi) of fc Fracture 37,110 2950 Cone 37,470 2980 Cone Average: 2960 74 cc: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC N. T E X A S, L L C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K61998 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, FREEPORT PARKWAY FIRELANE #1, 5' WEST OF THE MEDIAN CURB (MIDDLE) Cast Date: 1012412008 Ticket: 775250 Batch Time: 12 :19 Concrete Mix: 8274 In -Lab Date: 1012512008 Truck Number: 8807 Test Time: 13 :10 Specimens Made By: BB mizial uunng Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other o F o F F og Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (f c) Slump Air Content Density Temperature 4000 psi @ 28 days 5.75 in. 3.6% 80 deg. F 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of fc Fracture 1 7 4.00 12.57 38,790 3090 Cone 2 7 4.00 12.57 32,670 2600 Cone t Average: 2840 71 �� F r N . .. t tt CTLIThom son Texas '�: * *r1 cc: TXI INDUSTRIES ........... r J. STUART TODD ARCHITECTS HAMMERBERG THE FAIN COMPANY RICHA J. AMMER Fit r SENIOR PRINCIPAL 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC CTLITHOMPSON CITY OF COPPELL 255 PARKWAY BOULEVARD Date: 1110712008 P.O. BOX 478 Report ID: K61999 - DA08152.000 COPPELL TX 75019 Report of Concrete Compressi Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 35' NORTH OF THE SEWER DRAIN Cast Date: 1012412008 Ticket: 775456 Batch Time: 15:00 Concrete Mix: 8274 In -Lab Date: 1012512008 Truck Number: 1567 Test Time: 15:30 Specimens Made By: BB Initial Curing Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other ° F ° F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (f c) Slump Air Content Density Temperature 4000 psi @ 28 days 5.50 in. 3.6% 84 deg. F Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of f c Fracture 1 7 4.00 12.57 60,240 4790 Shear 2 7 4.00 12.57 56,910 4530 Cone Average: 4660 117 cc: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY SENIOR PRINCIPAL 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC MILO DU 1 T E X A S L L C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K60533 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWA Y Location: PAVING, 70' EAST OF FREEPORT PARKWAY ENTRANCE Cast Date: 1013012008 Ticket: 778896 Batch Time: Curing Method: Concrete Mix: 8274 In -Lab Date: 1013112008 Truck Number: 1005 Other Test Time: 14:30 Specimens Made By: CT CTLIThompso.n Texas, RICHARD J. `HAMMER SENIOR PRINCIPAL F 1 �•�•!,' �� • �'• `s' 1 1 1 �?.J IIAMN1Ef- -3 Fr,G i 60610 :•Q r t Z11"10 N ~~ ~~ Comments: ONE CYLINDER HELD FOR 28 -DAY TESTING cc: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC Initial Curing Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other o F o F Fog Room Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (f'c) Slump Air Content Density Temperature 4000 psi @ 28 days 5.00 in. 3.5% 82 deg. F Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of PC Fracture 1 7 4.00 12.57 28,850 2300 Wedge Average: 1 2300 1 58 CTLIThompso.n Texas, RICHARD J. `HAMMER SENIOR PRINCIPAL F 1 �•�•!,' �� • �'• `s' 1 1 1 �?.J IIAMN1Ef- -3 Fr,G i 60610 :•Q r t Z11"10 N ~~ ~~ Comments: ONE CYLINDER HELD FOR 28 -DAY TESTING cc: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC T E X A S L L C CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K60534 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWAY Location: PAVING, 100' NORTH OF FREEPORT PARKWAY ENTRANCE Initial Curing Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other ° F ° F Fog Room 7 Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (f'c) Slump Air Content Density Temperature 4000 psi C 28 days 5.00 in. 4.0% 84 deg. F Specimen Number 1 2 CTLITh n Texas RICHARD J' HAMME SENIOR PRINCIPAL Q ........................... . *.. R.J I IAMME=RBERG r . ` .......................... r ..... r r II 1 ). CC: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC Compressive Strengths (ASTM C39) Age in Diameter Area Max. Load Compressive Percent Type of Days (inches) (sq. inches) (lbs.) Strength (psi) of PC Fracture 7 4.00 12.57 58,150 4630 Wedge 7 4.00 12.57 38,990 3100 Wedge .N-0'.; t�J' Average: 3860 97 n Texas RICHARD J' HAMME SENIOR PRINCIPAL Q ........................... . *.. R.J I IAMME=RBERG r . ` .......................... r ..... r r II 1 ). CC: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC CTL ( THOMPSON CITY OF COPPELL 255 PARKWAY BOULEVARD P.O. BOX 478 COPPELL TX 75019 Date: 1110712008 Report ID: K60532 - DA08152.000 Report of Concrete Compressive Strength Tests Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: TXI INDUSTRIES FREEPORT PARKWA Y Location: PAVING AT FREEPORT PARKWAY NORTHBOUND TURN LANE Cast Date: 1013012008 Ticket: 778889 Batch Time: Curing Method: Concrete Mix: 8274 In -Lab Date: 1013112008 Truck Number: 1058 Other Test Time: 13 :00 Specimens Made By: CT CTLIThompson Texas, RICHAR'D��IAMME SENIOR PRINCIPAL ` \ � U F Ti `rlI •J HAiJiPJERE3ERG .. :............................. 1F 80610 ;' Q III O/ SA �`~-V cc: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC Initial Curing Final Curing Curing Method: Min. Temp: Max Temp: Curing Method: Other ° F ° F Fog Room Physical Properties of Concrete (ASTM C143, C231 C138, C1064) Specified Strength (f'c) Slump Air Content Density Temperature 4000 psi @ 28 days 4.00 in. 3.8% 73 deg. F Compressive Strengths (ASTM C39) Specimen Age in Diameter Area Max. Load Compressive Percent Type of Number Days (inches) (sq. inches) (lbs.) Strength (psi) of PC Fracture 1 7 4.00 12.57 48,840 3890 Wedge 2 7 4.00 J 12.57 1 56,450 4490 F Wedge Average: 4190 1 105 CTLIThompson Texas, RICHAR'D��IAMME SENIOR PRINCIPAL ` \ � U F Ti `rlI •J HAiJiPJERE3ERG .. :............................. 1F 80610 ;' Q III O/ SA �`~-V cc: TXI INDUSTRIES J. STUART TODD ARCHITECTS THE FAIN COMPANY 10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111 This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson Texas, LLC