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Coppell Trade 2-LR070109~ _ _ _ _ 11440 Reeder Rd. • Dallas, TX 75229 ixc. Tel. (214) 352-4100 • Fax (214) 352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: Holt Lansford Commercial Sample Date: 12/12/06 PROJECT: Coppell Trade Center Building D Project No.: M06-1165 Coppell, Texas CONCRETE INFORMATION CONTRACTOR: Mcfadden and Miller TICKET NO.: 377847 AMBIENT TEMP.(°F): 51 CONCRETE TEMP.(°F): 63 TIME BATCHED: 11:07 a.m. TIME SAMPLED: 11:56 a.m. WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Paving, 85'N by 40' E CONCRETE SUPPLIER: TXI PLANT/TRUCK: 4.6 MIX ID NUMBER: 8205 AIR (%): 5.6 (ASTM C 231) WATER ADDED (gal): 0 SLUMP (inches): 5 1 / 2 {ASTM C 143) from NW building corner CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS DESIGN STRENGTH OF CONCRETE (4000 psi! 28 days ) CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (pounds) COMPRESSIVE STRENGTH sl Percent of Design Strength (%) 4A 7 12 19 06 100 440 3550- 89~ 4B 28 1 9 07 128 570 4550 114 4 28 1 9 07 128 650 4550 114 4D Hold Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39) Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39) Remarks: Technician: v. Robinson Distribution: Holt Lansford Commercial -Ken Newman Mcfadden & Miller - Jon Jacobson City of Coppell - Larry Davis FARGO CONSULTANTS, INC. Checked by: Gary Moo C.E.T CMT Manager Geotechnical Engineering ~ Construction Materials Testing i Environmental Services www. dallasfargo. com _ 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: Holt Lunsford Commercial Sample Date: 12/12/06 PROJECT: Coppell Trade Center Building D Project No.: M06-1165 Coppell, Texas CONCRETE INFORMATION CONTRACTOR: Mcfadden and Miller TICKET NO.: 377578 AMBIENT TEMP.(°F): 46 CONCRETE TEMP.(°F): 660 TIME BATCHED: 7 :53 a.m. TIME SAMPLED: 9:10 a.m. WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Paving, 88'N by CONCRETE SUPPLIER: Tx>= PLANT/TRUCK:141 / 110 MIX ID NUMBER: 8205 AIR ~%): 5 . 5 (ASTMC 231} WATER ADDED (gal): 5 SLUMP (inches): 5 1/2 (ASTMC 143) 20'W from NE building corner CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS DESIGN STRENGTH OF CONCRETE (4000 psi! 28 days ) CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (pounds} COMPRESSIVE STRENGTH si Percent of Design Strength (%) 2A 7 12 19 06 105 950 ..3750 94~ 2B 28 1 9 07 128 6 0 4 0 114 2 28 1 9 07 130 850 4630 116 2D Hold Cylinders Type: Nominal Cylinder Size 6"X12" (ASTMC 39) Specifications: Making and curing (ASTMC 31) Testing Methods (ASTMC 39) Remarks: Technician: v. Robinson Distribution: Holt Lansford Commercial -Ken Newman Mcfadden & Miller - Jon Jacobson City of Coppell - Larry Davis FARGO CONSULTANT ,INC. Checked by: Gary Moor C.E_T CMT Manager Geotechnical Engineering i Construction Materials Testing ~ Environmental Services www. dallasfargo. com ,.... :..._,. . ,_., i - J: __ _ 11440 Reeder Rd. • Dallas; TX 75229 Fnxao aoxsur.TaxTS, zrra.` Tel. (214) 352-4100 • Fax (214) 352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: Holt Lunsford Commercial Sample Date: 12/12/06 PROJECT: Coppell Trade Center Building D Project No.: M06-1165 Coppell, Texas CONCRETE INFORMATION CONTRACTOR: Mcfadden and Miller TICKET NO.: 377710 CONCRETE SUPPLIER: Txz AMBIENT TEMP.(°F): 50 PLANT/TRUCK: 141 / .834 CONCRETE TEMP.(°F): 60 MIX ID .NUMBER: 8205 TIME BATCHED: 9 : 22 a. m. AIR (%): 5.8 (ASTM C 231) TIME SAMPLED: 10:27 a. m. WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (inches): 5 (ASTM C 143) LOCATION OF PLACEMENT: Paving, 70'N by 110' E from NW building corner CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS .DESIGN STRENGTH OF CONCRETE (3500 psi! 28 days )- CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (pounds) COMPRESSIVE STRENGTH si Percent of Design Strength (%) 3A 7 12 19 06 103 060 3650 91~ B 28 1 9 07 131 840 4660 117$ 3C 28 1 9 07 133 60 4730 1 8 3D Hold Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39) Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39) Remarks: Technician: v. Robinson Distribution: Holt Lansford Commercial - Ken Newman Mcfadden & Miller - Jon Jacobson City of Coppell - Larry Davis FARGO CONSULTANTS, INC. Checked by: Gary Moo C.E.T CMT Manager Geotechnica! Engineering i Construction Materials Testing i Environmental Services www. dallasfargo. com ...., ~- ~.. z.. 1 ' ~~ FARt#O OONBIILTANT~INO. 11440 Reeder Rd. • Dallas, TX 75229 Tel. (214) 352-4100 • Fax (214) 352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: Holt Lunsford Commercial Sample Date: 12/12/06 PROJECT: Coppell Trade Center Building D Project No.: M06-1165 Coppell, Texas CONCRETE INFORMATION CONTRACTOR: Mcfadden and Miller TICKET NO.: 377482 AMBIENT TEMP.(°F): 46 CONCRETE TEMP.(°F): 52 TIME BATCHED: 6:58 a.m. TIME SAMPLED: 7 : 30 a.m. WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Paving, 15 ' N by 75 ' w CONCRETE SUPPLIER: Txz PLANT/TRUCK:141 / 107 MIX ID NUMBER: 8205 AIR (%): 5.8 (ASTM C 231) WATER ADDED (gal): 0 SLUMP (inches): 5 (ASTM C 143) from NE building corner. CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS DESIGN STRENGTH OF CONCRETE (4000 pail 28 days ) CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (pounds) COMPRESSIVE STRENGTH si Percent of Design Strength (%) lA 7 12 19 06 98 480 3480 87~ 1B 28 1 9 07 1 2 490 469 117 1 28 1 9 07 130 610 4620 116 1D Hold Cylinders Type: Nominal Cylinder Size 6"X12" {ASTM G 39) Specifications: Making and curing {ASTM C 31 } Testing Methods (ASTM C 39) Remarks: Technician: v. Robinson Distribution: Holt Lansford Commercial - Ken Newman Mcfadden & Miller - Jon Jacobson City of Coppell - Larry Davis FARGO CONSULTANTS, INC. Checked by: Gary Mo e, C.E.T CMT Manager Geotechnicai Engineering ~ Construction Materials Testing ~ Environments! Services www.dallasfargo.com