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Deer Run-LR000315CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12 28.27 square inches CYLINDER NUMBER AGE (days) DATE TESTED TOTAL LOAD (pounds) COMPRESSIVE STRENGTH (psi) SPECIFIED COMPRESSIVE STRENGTH (psi) DRC 25 7 02/03/00 84000 2970 4000/28 days DRC 26 28 03/15/00 115000 4070 DRC 27 28 03/15/00 117000 4140 DRC 28 Hold Specifications: Making ASTM C -31 Curing: Testing ASTM C -143, Methods: ASTM C -39 Fracture mode Types of Fracture: A is (A) unless otherwise noted rA B C Z. D_ FUGRO SOUTH, INC. CLIENT: Ryland Homes PROJECT: Deer Run, Coppell, Texas SAMPLE DATE: February 16, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. °F): CONCRETE TEMP. °F) (ASTM C 1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: REMARKS: Technician: Dumitru Balas SMH /rm Distribution: COMPRESSIVE STRENGTH OF CONCRETE REPORT Ryland Homes Philip Flink City of Coppell Garth Campbell Gilco Mark Leonard Gilco Contracting Co. 441145 CONCRETE SUPPLIER: 60 PLANT/TRUCK: 66 MIX ID NUMBER: 7:53 am AIR (ASTM C 231) 8:30 am WATER ADDED (gal): Cloudy SLUMP (in.) (ASTM C 143) Paving: Alley A2, station 0 +50 FUGRO SOUTH INC. Reviewed By: GIRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 REPORT DATE: March 15, 2000 PROJECT NO: 0791 -2308 Pioneer 27/29 7724 6 10 5.50 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12 28.27 square inches CYLINDER NUMBER AGE (days) DATE TESTED TOTAL LOAD (pounds) COMPRESSIVE STRENGTH (psi) SPECIFIED COMPRESSIVE STRENGTH (psi) DRC 29 7 02/23/00 82000 2900 4000/28 days DRC 30 28 03/15/00 116000 4100 DRC 31 28 03/15/00 114000 4030 DRC 32 Hold Specifications: Making ASTM C -31 Curing: Testing ASTM C -143, Methods: ASTM C-39 Fracture mode Types of Fracture: A is (A) unless otherwise noted B Z C D_ FUGRO SOUTH, INC. REMARKS: SMH /rm Distribution: COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ryland Homes PROJECT: Deer Run, Coppell, Texas SAMPLE DATE: February 16, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. °F): CONCRETE TEMP. °F) (ASTM C- 1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: 63 62 1:15 pm 1:50 pm Cloudy Technician: Dumitru Balas Ryland Homes Philip Flink City of Coppell Garth Campbell Gilco Mark Leonard Gilco Contracting Co. 473644 CONCRETE SUPPLIER: Paving: Alley 2, station 8 +75 PLANT/TRUCK: MIX ID NUMBER: AIR ASTM C 231) WATER ADDED (gal): SLUMP (in.) (ASTM C -143) FUGRO SOUTH INC. Reviewed By: TGRO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 REPORT DATE: March 15, 2000 PROJECT NO: 0791 -2308 Pioneer Concrete 27/823 7724 7 5 6 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12 28.27 square inches CYLINDER NUMBER AGE (days) DATE TESTED TOTAL LOAD (pounds) COMPRESSIVE STRENGTH (psi) SPECIFIED COMPRESSIVE STRENGTH (psi) DRC 17 7 02/22/00 106000 3750 4000/28 days DRC 18 28 03/14/00 133000 4710 DRC 19 28 03/14/00 131000 4630 DRC 20 Hold Specifications: Making ASTM C -31 Curing: Testing ASTM C -143, Methods: ASTM C -39 Fracture mode Types of Fracture: A is (A) unless otherwise noted B C L D FUGRO SOUTH, INC. CLIENT: Ryland Homes PROJECT: Deer Run, Coppell, Texas SAMPLE DATE: February 15, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. °F): CONCRETE TEMP. °F) (ASTM C 1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: REMARKS: Technician: Dumitru Balas SMH /rm Distribution: COMPRESSIVE STRENGTH OF CONCRETE REPORT Gilco Contracting Co. 441069 48 60 6:35 am 7:15 am Clear Paving on Ryland Homes Philip Flink City of Coppell Garth Campbell Gilco Mark Leonard CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (ASTM C 231) WATER ADDED (gal): SLUMP (in.) (ASTM C -143) Alley B2, station 1 +10 FUGRO SOUTH INC. Reviewed By: Pioneer Concrete 27/924 7724 5.4 0 3 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 REPORT DATE: March 15, 2000 PROJECT NO: 0791 -2308 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12 28.27 square inches CYLINDER NUMBER AGE (days) DATE TESTED TOTAL LOAD (pounds) COMPRESSIVE STRENGTH (psi) SPECIFIED COMPRESSIVE STRENGTH (psi) DRC 21 7 02/22/00 90000 3180 4000/28 days DRC 22 28 03/14/00 121000 4280 DRC 23 28 03/14/00 119000 4210 DRC 24 Hold Specifications: Making ASTM C-31 Curing: Testing ASTM C -143, Methods: ASTM C 39 Fracture mode Types of Fracture: A is (A) unless otherwise noted N B C D FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ryland Homes PROJECT: Deer Run, Coppell, Texas SAMPLE DATE: February 15, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. °F): CONCRETE TEMP. °F) (ASTM TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: REMARKS: Technician: Dumitru Balas SMH/rm Distribution: Gilco Contracting Co. 441094 CONCRETE SUPPLIER: 70 PLANT/TRUCK: C- 1064): 65 MIX ID NUMBER: 11:00 AIR (ASTM C 231) 11:35 WATER ADDED (gal): Sunny SLUMP (in.) (ASTM C 143) Paving: On Alley C2, station 2 +25 Ryland Homes Philip Flink City of Coppell Garth Campbell Gilco Mark Leonard FUGRO SOUTH INC. Reviewed By: C/ Pioneer Concrete 27/823 7724 4.5 15 7.50 :Er GR© 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 REPORT DATE: March 15, 2000 PROJECT NO: 0791 -2308