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Westbury Manor-LR 990428FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620.7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ryland Homes Report Date: Apdl 28, 1999 PROJECT: Westbury Manor, Coppell, Texas Project NO.: 0781-2277 SAMPLE DATE: March 30, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 56 CONCRETE TEMP. (°F) (ASTU C-1064): 70 TIME BATCHED: 9:00 am TIME SAMPLED: 9:32 am WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site PLANT/TRUCK: Batch MIX ID NUMBER: 8284 AIR (%) (ASWa C-231): 4.7 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C.143): 3.0 London Drive, station 11 +38.50 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) WMC 17 7 04t06/99 100000 3540 3600/28 days WMC 18 28 04/27/99 124000 4390 .. WMC 19 28 04/27199 127000 4490 WMC 20 Hold Fracture mode is. (A) unless' otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~ ~ 0 E] Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Unit Weight: 148.0 lbs./cu, ft. Technician: SMH/rm Distribution: Jesse Blackstone FUGRO SOUTH INC. Reviewed By: ~---r~ Ryland Homes - Mark Gaines City of Coppell - Larry Davis / Goodwin & Marshall - David Gregory Site Concrete, Inc. - Melissa Uselding FUGRO SOUTH, INC. 26~0 ~ Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ryland Homes Report Date: April 28, 1999 PROJECT: Westbury Manor, Coppell, Texas Project No.: 0781-2277. SAMPLE DATE: March 30, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 56 CONCRETE TEMP. (°F) (AST~ C-1064): 72 TIME BATCHED: 10:05 am TIME SAMPLED: 10:58 am WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site PLANT/TRUCK: Batch MIX ID NUMBER: 8284 AIR (%) (ASl~ C-231): 4.6 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-~): 3 London Drive, station 9+50 CONCRETE CYLINDER COMPRESSIVE STRENGTH ~ESTS Standard 6' x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) WMC 21 7 04/06/99. 105000 3710 3600/28 days WMC 22 28 04127199 116000 4100 WMC 23 28 04~27/99 114000 4030 WMC 24 Hold Fracture mode is (A) up.!_,~_~ otherwise noted Specifications: Maldng & ASTM C-31 T"ting ASTM C'143, Types°f ~] [~ [~0 Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: Jesse Blackstone Ryland Homes - Mark Gaines City of Coppell - Larry Davis Goodwin & Marshall - David Gregory Site Concrete, Inc. - Melissa Uselding FUGRO SOUTH INC. Reviewed By: ~ FUGRO SOUTH, INC. 2880 V'~go Lane; Dallas, Texa~ 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ryland Homes Report Date: Apdl 28, 1999 PROJECT: Westbury Manor, Coppell, Texas Project NO.: 0781-2277 SAMPLE DATE: March 30, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 56 CONCRETE TEMP. (°F) (ASTM C.1064): 70 TIME BATCHED: 11:15 am TIME SAMPLED: 12:29 pm WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site PLANT/TRUCK: Batch MIX ID NUMBER: 8284 AIR (%) (ASTM C-231): 4.8 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C.143): 3.0 London Ddve, station 6+50 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x '12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi), WMC 25 7 04/06/99 81000 2870 3600/28 days WMC 26 28 04/27/99 104000 3680 WMC 27 28 04127/99 103000 3640 WMC 28 Hold Fracture rnocle is (A) unless otherwise Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~] [~] [~ [~] Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: Jesse Blackstone Ryland Homes - Mark Gaines City of Coppell - Larry Davis Goodwin & Marshall - David Gregory Site Concrete, Inc. - Melissa Uselding FUGRO SOUTH INC. Reviewed By: ~ FUGRO SOUTH, INC. 2880 Virgo L~-,~; D=-!~-~, Texas Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Ryland Homes Westbury Manor, Coppell, Texas SAMPLE DATE: March 30, 1999 Report Date: Apdi 28, 1999 Project No.: 0781-2277 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 60 CONCRETE TEMP. (°F) (ASTM C.10M): 70 TIME BATCHED: 1:05 pm TIME SAMPLED: 1:40 pm WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site pLANT/TRUCK: Batch MIX ID NUMBER: 8284 AIR (%) (ASTM C-231): 4.9 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C.143): 3 London Drive, station 4+00 CONCRETE CYLINDER COMPRESSIVE ST~,ENGTH TESTS Standard 6" x 12", 28.27 square inches ,.. TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBE,R (days) TESTED (pounds) (psi) (psi) WMC 29 7 04/06/99 79000 2760 3600/28 days WMC 30 28 04~27/99 104000 3680 WMC 31 28 04/27/99 105000 3710 WMC 32 Hold Fracture mode is (A) uP.!e~_" ot,'~envise noted .... Curing: Methods: ASTM C-39 Fracture: A , B C , D REMARKS: Unit Weight: 149.0 lbs./cu, ft. Technician: Jesse Blackstone FUGRO SOUTH INC. Reviewed By: ~-------'"'-' SMH/rm Distribution: Ryland Homes - Mark Gaines City of Coppell - Larry Davis Goodwin & Marshall - David Gregory Site Concrete, Inc. - Melissa Uselding FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ryland Homes Report Date: Apdl 28, 1999 PROJECT: Westbury Manor, Coppell, Texas Project NO.: 0781-2277 SAMPLE DATE: March 30, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 60 CONCRETE TEMP. (°F) (ASWa C-1064): 71 TIME BATCHED: 2:03 pm TIME SAMPLED: 2:35 pm WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site PLANT/TRUCK: Batch MIX ID NUMBER: 8284 AIR (%) (ASWa C-231): 4.8 WATER ADDED (gal): 0 SLUMP (in.) (AS?M C-~43): 2.9 Westbury Drive, station 4+00 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) WMC 33 7 04/06/99 99000 3500 3600/28 days WMC 34 28 04/27/99 109000 3860 WMC 35 28 04/27/99 107000 3780 WMC 36 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ r- cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Jesse Blackstone FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: ~ Ryland Homes - Mark Gaines City of Coppell - Larry Davis Goodwin & Marshall - David Gregory Site Concrete, Inc. - Melissa Uselding FUGRO SOUTH, INC. 2~0 ¥iq]o Lane; D~llas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT Report Date: April 28, 1999 CLIENT: Ryland Homes Project No.: 0781-2277 PROJECT: Westbury Manor, Coppell, Texas SAMPLE DATE: March 30, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (fi=) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete 6O 7O 3:48 pm 4:15 pm CONCRETE SUPPLIER: Site pLANT/TRUCK: Batch MIX ID NUMBER: 8284 AIR (%) (ASTM C-231): 4.8 WATER ADDED (gat): 0 3.0 Cloudy SLUMP (in.) (ASTM C-1~): Westbury Drive, station 1+50 CYUNDER NUMBER WMC 37 WMC 38 WMC 39 WMC 4O Specifications: REMARKS: CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches ~ AGE DATE I LOAD.. ..._..[__.7 04/06/99 I 98000 2.__...~8 04/27/99 1150...._...._..~ 28 04/27/99 118000 Making & ASTM C-31 Curing: COMPRESSIVE STRENGTH (psi) -.-.------ 347o 4070 _.-.----- 4170 REQUIRED COMPRESSIVE STRENGTH Testing Methods: 3600/28 Fracture mode is (A) unless oth ~e_?se not~.~.. ASTM C-143, ~ Types of ASTM C-39 Fracture: A I/XJ B Technician: Jesse Blackstone FUGRO SOUTH INC. Reviewed By:_~ SMH/rm Distribution: Ryland Homes - Mark Gaines City of Coppell - Larry Davis Goodwin & Marshall - David Gregory Site Concrete, Inc. - Melissa Uselding