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Ballet TX-LR050725
SAra ENGINEEmNG & TESTING, L.P. !tServing The Goo-Industry Since 1974 '~ 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790-1910 · FAX: (972) 790-0967 Envlr0nmen~J CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT CLIENT: Head Construction, Inc. 3030 LB J, Suite 700 Dallas, TX 75234 PROJECT: Proposed Ballet Academy of Texas 145 Fitness Court Coppell, TX e, TTN: Ken Head SE&T TECHNICIAN: Dominic Gonzales LOCATION OF PLACEMENT: Piers #8,3 & 7 STANDARD 6" X 12" ~.REA 28.27 SQ. IN. EEPORT DATE: 7/25/05 SAMPLE DATE: 6/27/05 PROJECT NO.: 286TXlK5 REPORT NO.: 17 PAGE 2 OF 3 7;30 ~__ . ;oncrete Supplier. Southpm S~.r_ .......... Time Left: 3:40 PM Ticket #: 953380 5 Truck #: 8003 Time Batched: N/A Slump (Inches): Concrete Temperature (F): 94 % Air Content: N/A Time Sampled: 3:20 PM Total No. of Test Cylinders Made: 4 Product Code: 9329 Total Cubic Yards Placed: 20 N/A Added Water: N/A Weather Conditions: Air Temperature (F): ht of Fresh Concrete: Cloudy & Warm 94 Cement; FI)' Ash: N/A Coarse .a~gre~late: N/A Water: NIA N/A % Air Content: N/A 1A 7 7/4/05 146 64,000 2263 1B 14 7/11/05 146 76,000 Shear Shear 1C 28 7~25/05 146 85,000 1D 28 7/25/05 146 86,000 Cudng ASTM C-31 Test Method By: ~ ASTM C-143 ASTM C-39 & 231 SE&T Remarks: Tested concrete meeta/exceeds required strength. Very Truly Yours, Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E. Civil & Environmental Engineer Texas Registration Number: 61893 This report is for the sole use of the client addressed. The use of our company name must receive our pdor written consent. s not necessarily represent identical or similar samples. 3000/28 G:12005/286txik5/CpistrlCpistr17SF SAM ENGINEERING & TESTING, I..P. Serving The Goo-Industry Since 1974 '~ 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790-1910 · FAX: (972) 790-0967 CLIENT: PROJECT: CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT Head Construction, Inc. 3030 LB J, Suite 700 Dallas, TX 75234 Proposed Ballet Academy of Texas 145 Fitness Court Coppell, TX ~.TTN: Ken Head SE&T TECHNICIAN: Mark Brumley STANDARD 6"X 12" ~.REA 28.27 SQ. IN. REPORT DATE: 7/25/05 SAMPLE DATE: 6124/05 PROJECT NO.: 286TXIK5 REPORT NO.: 15 LOCATION OF PLACEMENT: Pavement - Parkir PAGE 1 OF 3 Time Arrived: 5:00 AM Concrete Supplier:.. Nelson Bros. Time Left: 8:30 AM Ticket #: 154007 8 Truck #: 105 85 Batched: 4:51 AM % Air Content: N/A Time Sampled: 5:30 AM Product Code: 3600 Cement: N/A Total No. of Test Cylinders Made: 12 Total Cubic Yards Placed: 300 ~,dded Water. N/A , Ash: N/A Weather Conditions: Dark & Warm N/A 77 Water: N/A 144 % Air Content: N/A lA 7 7/1/05 143 77,000 1 B 14 7/8/05 144 83,000 1C 28 7/22/05 143 102,000 2723 Single Shear 2935 3608 le Shear 1D 28 7/22/05 143 104,000 3678 Curing ASTM C-31 Test Method Cylinder Made By: Slump ASTM C-143 & 231 SE&T le Shear 3600/28 3600/28 3600/28 3600/28 Cylinders Tested By: SE&T Ve~ Truly Yours, M.Sc., Sadik (SAM) AI-Musawe, Ph.D., P.E. Civil & Environmental Engineer Texas Registration Number: 61893 TThh:: ::~;~ ioSn;r;~;iseosl~oUl~eOsfathr~;ledise~ets~deddraenS;edd~esTh~eotUnS; OJssO:rri~ ae~a~m~n~i~slt orl~s i 'mV~arO~raPrnri;re~ritten consent. G:/20051286txikSICpistrlCpistr15SF SAM ENGINEERING & TESTING, L.P. Serving The Geo-lndustry Since 1974 .~ 1115 Luke Street, Suite 100 irving, Texas 75061 Phone: (972) 790-1910 · FAX: (972) 790-0967 CLIENT: =ROJECT: CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT Head Construction, Inc. 3030 LB J, Suite 700 Dallas, TX 75234 Proposed Ballet Academy of Texas 145 Fitness Court Coppell, TX ATTN: Ken Head BE&T TECHNICIAN: Mark Brumley LOCATION OF PLACEMENT: STANDARD 6" X 12" AREA 28.27 SQ. IN. REPORT DATE: 7/25105 BAMPLE DATE: 6/24/05 PROJECT NO.: 286TXlK5 REPORT NO.: 15 Pavement PAGE 2 OF 3 Time Arrived: 5:00 AM , . ~oncrete ,Sypplie, r. Nelson Bros. Time Left: · ' ~ ' Slump (Inches): Concrete Temperature (F): % Air Content: 8:30 AM 5 86 Ticket #: 154018 Truck #: 222 Time Batched: 5:48 AM N/A Time Sampled: 6:30 AM Total No. of Test C)rlinders Made: 12 Product Code: 3600 Total Cubic Yards Placed: 300 Cement: N/A Added Water:. N/A NIA Weather Conditions: Sunny & Warm 80 FI)' Ash: Coarse Aggregate: Water: Air Temperature (F): N/A N/A 146 % Air Content: N/A 2A 7 7/1/05 145 92,000 3253 2B 14 7~8~05 145 97,000 3430 2C 28 7/22/05 145 110,000 3891 2D 28 7/22/05 144 109,000 3855 Curing ASTM C-31 Test Method Cylinder Made By: ~ ASTM C-143 SE&T le Shear le Shear 3600/28 3600/28 3600/28 3600/28 Cylinders Tested By: SE&t Remarks: Tested concrete meets/exceeds required strength. Yours, Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E. Civil & Environmental Engineer Texas Registration Number: 61893 This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. and does not necasseril}/represent identical or similar samples, G:12005i286txikBICpistrlCpistr15SF