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Magnolia Rest-LR030828- 5908 Ambassador Row, Dallas, TX 75247 ~ 2696 Gravel Drive, Fort Worth, TX 76118 Rv n ~ E n g i n ee rs 6300 Rothway, Ste. ISQ Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: Purple Mountain Construction Services Report No.: 190119 Attn: Mr. Jeff Btuidtam Project No.: 037748 4712 Memphis St. Date of Service: 07/02/2003 Dallas TX 75207 Report Date: 08/28/2003 Project: Deliman Carill 605 N. Denton Tap Road Coppell, TX Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. PROJECT DATA coNTRACTOR: Purple Mountain Construction mIx DESIGN I.D.: 9325 CONCRETE SUPPLIER: HanSOn PLACEMENT DATE: O7/O2/2003 29 WEATHER CONDITIONS: Clear PLANT: TIME SAMPLED: 12:3Opm BATCH TIME: 11:2$am SPECIFICATION REQUIREMENTS STRENGTH: 3000 pSl @ 28 Days TEMPERATURE(-AIR 9O F CONCRETE: 96 F S ° - 7" TRUCK NO: 1 OO TICxET No: 349309 SLUMP (in): NA AIR CONTENT (%): 1.7 UNIT WEIGHT (pcf): NA AIR (% ): OVERALL PLACEMENT LOCATION: TEST METHOD: ASTM C-172 Piers at E/3, E/5, E/2, B/1, C/1, D/1 ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 SAMPLE LOCATION: Pier at E/3, cylinder 1-5, 1-6, 1-7 ASTM C-138 taken from pier B/1 ASTM C-39 RFPnR T nF TF4TS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. inJ CYLINDER MEASURED MAXIMUM LOAD COMPRESSIVE STRENGTH PRACTURE MAREED SLUMP DATE TESTED AGE (days) pba. force) (psi) TYPE SET NO. (inches) 1 4 5 07/09/2003 7 76030 2690 Unbonded Cap 1 . 1 2 4 5 07/30/2003 28 102875 3640 Unbonded Cap 1 3 . 4.5 07/30/2003 28 102415 3620 Unbonded Cap Average 3630 1 4 Hold 1 5 4.5 07/05/2003 3 71835 2540 Unbonded Cap LIMITATIONS: The test results presrn[ed herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. O1DD Page 1 of 2 Report No.: 190119 Project Na.: 037748 Client: Purple Mountain Construction Services RoneEngineers CYLINDER MEASURED MARKED SLUMP DATE SET NO. (Inches) TESTED 1 6 4.5 07/09/2003 1 7 4.5 07/30/2003 See report #190118 for technician time Techntcian: Shawn Deal Started: Report Distribution: (1) Purple Mountain Constmction Services MAXIMf1M COMPRESSIVE AGE LOAD STRENGTH FRACTURE (days) (Ibs. force) (psi) TYPE 7 78410 2770 Unbonded Cap 28 101345 3580 „ Unbot~ Cap Finished: Rone Project LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. O1DD Page 2 of 2 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Port Worth, TX 76118 ~o n e E n g i n ee rs 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: Purple Mountain Construction Services Attn: Mr. Jeff Burkham 4712 Memphis St. Dallas TX 75207 Project: Deliman Grill 605 N. Denton Tap Road Coppell, TX Report No.: 192844 Project No.: 037748 Date of Service: 08/20/2003 Report Date: 08/28/2003 Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. PROJECT DATA CONTRACTOR: Purple MDimtaln CDn$tructiDn MIX DESIGN LD.: 7752 CONCRETE SUPPLIER: HanSOn PLACEMENT DATE: OS/2O/2003 NA WEATHER CONDITIONS: Clcar PLANT: TIME SAMPLED: 7:SOam BATCH TIME: 6:S7am SPECIFICATION REQUIREMENTS 92 F STRENGTH: 3000 pSl t/Q 28 Days TEMPERATURE ([>) -AIR $4 F CONCRETE: 3° - S° TRUCK NO: 823 T[CKET NO: 488260 SLUMP (in): o o -S/o 3/ AIR CONTENT (%>: 4.3 UN[T WEIGHT (pct): NA AIR (%): o OVERALL PLACEMENT LOCATION: TEST METHOD: ASTM C-172 Paving, south drive from southwest building comer to drive thm window ASTM C-31 ASTM C-143 ASTM C-231 ASTM C-1064 SAMPLE LOCATION: 15' south, ]0' east of southwest ASTM C-138 building comer ASTM C-39 UFPnR T nF TF.CTC Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. inJ CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH PRACTURE SET NO. (inches) TESTED (days) pbs. farce) (psi) TYPE 1 I 4.5 08/27/2003 7 98370 3480 Unbonded Cap 1 2 4.S 09/17/2003 28 Unbonded Cap 1 3 4.5 09/17/2003 28 Unbonded Cap 1 4 4.S 10/1S/2003 56 Unbonded Cap Technician: ]tick Smith Started: 7:OOam Pinisnea: 8:4Sam ~/\~ `~R~one Engineers, Ltd. ~ Report Distribution: \\ ' ' 1'~"~~( (1) Purple Mountain Consnuction Services ---- = ~~~ Clay Stark Project Manager LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other Feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. O1DD Page 1 of 1 8908 Ambassador Row, Dallas, TX 75247 Ro n e E n g i n ee rs 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, S[e. 150, Houston, TX 77040 - Corporate Phone: (214) 630-9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: Purple Molmtain Construction Services Atm: Mr. Jeff Burldlam 4712 Memphis St. Dallas TX 75207 Report No.: 191565 Project No.: 037748 Date of Service: 07/29/2003 Report Date: 08/27/2003 Project: Deliman Grill 605 N. Denton Tap Road Coppell, TX SerVleeS: Obtain samples of fresh concrete a[ the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in aceordance with applicable standards. PROJECT DATA coNTRACroR: Purple Mountain Construction MIX DESIGN I.D.: 9337 CONCRETE SUPPLIER: HanSOn _ PLACEMENT DATE: 07/29/2003 PLANT: 27 WEATHER CONDITIONS: Clear SPECIFICATION REQUIREMENTS TIME SAMPLED: 6:4Oam BATCH TIME: 6:OOam STRENGTH: 3000 pSl @ 28 Days TEMPERATURE (F) -AIR 7$ F CONCRETE: 94 F SLUMP (in): NA TRUCK NO: 1045 TICKET NO: 402096 AIR (•~ ): NA AIR CONTENT (%): O.9 UNIT WEIGHT (pct): NA TEST METHOD: AS~hM C-172 OVERALL PLACEMENT LOCATION: Entire slab, including all interior grade beams and top of ex[edor grade beams A$TM C-31 ASTM C-143 AST'M C-231 AST'M C-1064 SAMPLE LOCATION: Lines B/4 A$TM C-13$ ASTM C-39 RFPOR T OF TESTS Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.) CYLINDER MEASURED MAXIMUM COMPRESSIVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE 1 1 10.5 08/01/2003 3 56660 2000 Unbonded Cap 1 2 10.5 08/05/2003 7 64895 2290 Unbonded Cap 1 3 10.5 08/26/2003 28 84690 2990 * Unbonded Cap 1 4 10.5 08/26/2003 28 80785 2860 * Unbonded Cap Average 2930 1 5 10.5 09/23/2003 56 Unbonded Cap LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualiTy (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients [o whom [hey are addressed and shall not be reproduced except in full without [he written approval of Aone Engineers, Ltd. O1DD Page 1 of 2 Report No.: 191565 RO®qln Project No.: 037748 Client: Purple Mountain Constmction Services ai * Does not comply with specified strength. Specified air content and slump could not be found in plans or specification book or on site. Notified contractor about excessive slump. Concrete mixer driver did not know amount of water adder Technician: Jason Creasy Started: 6:OOam Finished: 9:OC Report Distribution: (1) Purple Mountain Construction Services LIMITATIONS: The test results presented herein were prepareA based upon the specific samples provided for testing. We assume nc responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for [he exclusive use of the clients to whom they are addressed and shall no[ be reproduced except in Cull without the written approval of Roae Engineers, Ltd. OtDD Page 2 of 2