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Rolling Oaks MC-LR090112 CTL I THOMPSON T E X A S L L C S.E.CEMETERIES OF TEXAS Date: 01/12/2009 523 S. MAIN STREET GRAPEVINE TX 76051 Report ID: K60884-DA08255.000 Report of Concrete Compressive Strength Tests Project: RESTLAND FUNERAL HOME Supplier: TXI INDUSTRIES ROLLING OAKS MEMORIAL CENTER Location: SLAB-ON-GRADE, 5'WEST OF THE NE CORNER Cast Date: 12/31/2008 Ticket: 807297 Batch Time: 05:18 Concrete Mix: 8272 In-Lab Date: 1/6/2009 Truck Number: 1569 Test Time: 05:50 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 3600 psi @ 28 days 6.25 in. 4.2% 51 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 42,090 3350 Wedge 2 7 4.00 12.57 45,050 3580 Cone Average: 3460 96 CTLITho I pson Tex * C °'••1 p /� cc: TXI INDUSTRIES Af - *4 CITY OF COPPELL ;40"'.J..HA , i .....; ' J. STUART TODD ARCHITECTS .............. . s„ NATHAN D. MAIER CONSULTING r RICH •RD . HAMM` ..�BG, PI$O610 r .. ENGINEERS SENIOR PRINCIPAL lr?ioe .c;c A L a.ry�' ` tts . C11,s.;.7,.... ti il 1 . 7.'- 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 CTL I THOMPSON T E X A S L L C S.E. CEMETERIES OF TEXAS Date: 01/12/2009 523 S. MAIN STREET GRAPEVINE TX 76051 Report ID: K60885-DA08255.000 Report of Concrete Compressive Strength Tests Project: RESTLAND FUNERAL HOME Supplier: TXI INDUSTRIES ROLLING OAKS MEMORIAL CENTER Location: SLAB-ON-GRADE, 20'WEST OF THE NE CORNER Cast Date: 12/31/2008 Ticket: 807305 Batch Time: 05:39 Concrete Mix: 8272 In-Lab Date: 1/6/2009 Truck Number: 8041 Test Time: 06:30 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(fc) Slump Air Content Density Temperature 3600 psi @ 28 days 5.00 in. 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 36,500 2900 Wedge 2 7 4.00 12.57 43,420 3460 Wedge Average: 3180 88 �..,,�p. .......,r�,�.-.:d,9itil CTLIThompson Texas,4 : *I�1 cc: TX!INDUSTRIES 1 •* r CITY OF COPPELL 4 414/. f- .'-J. HAMMERBERG r J. STUART TODD ARCHITECTS Y ► r NATHAN D. MAIER CONSULTING RICH: - ' . R'• MER: •'PE 806 1 0 /,Q ENGINEERS SENIO' PRINCIPAL Viox:••.<!cr-,ass°:.•„, �,:� 1t111111:0...N%�~� 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 ZTL I THOMPSON T E X A S L L C S.E. CEMETERIES OF TEXAS Date: 01/12/2009 523 S. MAIN STREET GRAPEVINE TX 76051 Report ID: K60886-DA08255.000 Report of Concrete Compressive Strength Tests Project: RESTLAND FUNERAL HOME Supplier: TXI INDUSTRIES ROLLING OAKS MEMORIAL CENTER Location: SLAB-ON-GRADE, 5'EAST OF THE SW CORNER Cast Date: 12/31/2008 Ticket: 807325 Batch Time: 06:;14 Concrete Mix: 8272 In-Lab Date: 1/6/2009 Truck Number: 1534 Test Time: 07:00 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 3600 psi @ 28 days 4.75 in. 3.8% 57 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 43,940 3500 Wedge 2 7 4.00 12.57 44,330 3530 Wedge Average: 3520 98 CTLIThompson Texas, 9' ,,$,r.. ''•,s ii cc: TX!INDUSTRIES ,�; `:,* / CITY OF COPPELL J. STUART TODD ARCHITECTS L ` ,u �, .,`.J. HAMMERBERG r.1 NATHAN D. MAZER CONSULTING RICHA- 0 J. 'MMER: ;E 80610 /Q. r ENGINEERS SENIOR PRINCIPAL jltacq/Cp..../e`� z'lIj1F SIOF 1 �.4, ,,.-`- 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 CTL I THOMPSON T E X A S L L C S.E. CEMETERIES OF TEXAS Date: 01/12/2009 523 S. MAIN STREET GRAPEVINE TX 76051 Report ID: K60887-DA08255.000 Report of Concrete Compressive Strength Tests Project: RESTLAND FUNERAL HOME Supplier: TXI INDUSTRIES ROLLING OAKS MEMORIAL CENTER Location: SLAB-ON-GRADE, 15'NORTH OF THE SW CORNER Cast Date: 12/31/2008 Ticket: 807324 Batch Time: 07:13 Concrete Mix: 8272 In-Lab Date: 1/6/2009 Truck Number: 8041 Test Time: 08:21 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 3600 psi @ 28 days 5.25 in. 3.7% 59 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 37,990 3020 Wedge 2 7 4.00 12.57 37,430 2980 Wedge ^-'11 t.. 9 F tz Average: 3000 83 * . T * /l CTLIThompson Te4siLLC * t cc: TXI INDUSTRIES - R.J. HAP"MERBF_RG r CITY OF COPPELL �/� ••� o r J. STUART TODD ARCHITECTS / «.� �, .1. �. 0 �� r NATHAN D. MAIER CONSULTING RIC 'R i . HAMM' NS ' ENGINEERS SENIOR PRINCIPAL q i,i111 AAL��~~~4 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