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Westbury Manor-LR 990408FUGRO SOUTH, INC. 2880 ~ Lane; Dallas, Texas 75229 Ph (972) 484-8301: Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ry~and Homes PROJECT: westbury Manor, Coppe,, Texas Report Date: Apdl 8, 1999 Project No.: 0781-2277 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 60 CONCRETE TEMP. (°F) (ASTM C.t0~,): 70 TIME BATCHED: 1:05 pm TIME SAMPLED: 1:40 pm WEATHER CONDmON: Cloudy LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site PLANT/TRUCK: Batch MIX ID NUMBER: 8284 AIR (%) (Asl~ c.231): 4.9 WATER ADDED (gal): 0 SLUMP (in.) (Asl~ c-1~): 3 London Drive, station 4+00 :. CON . ' · · TOTAL COMPRE$81VE REQUIRED COMPRESSIVE CYUN~;; A6; OAT; tOAD ST~N;T, S~N~rH ,U~.~; (d.~) T~ST~.D (pound.) (p~) ~ 29 7 04/06/99 79000 2760 3600/28 days WMC 30 28 04/27~ WMC 31 28 04/27/99 WMC 32 Hold " Fracture mode is (A) un~ess o~erwise noted Sl:~ciflcaUon,: Making & ASTM C-31 Testlng ASTM C-143, Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Unit Weight: 149.0 lbs./cu, ft. 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. .,viow, By: FUGRO SOUTH, INC. 28e0 Vt~go Lane; DMIM, TexeJ 75229 Ph (972) 484-a301: Fax (972) 620-?'321 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: R~and Homes PROJECT: westbury Manor, Coppe~l, Texas Report Date: Apr~ 8, 1999 Project No.: 078~-2277 CONTRACTOR: TICKET NO.: AMBIENT TEMP. ('F): 60 CONCRETE TEMP. (°F) (AST~ C-10S4): 71 TIME BATCHED: 2:03 pm TIME SAMPLED: 2:35 pm WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) ~ c-~l): WATER ADDED (gal): SLUMP (In.) (Aslta c.143): Westt)ury Drive, station 4+00 Site Batch 8284 4.8 0 2.9 TOTAL COMPRE581VE REQUIRED COMPRE581VE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER {day~) TESTED (I)Oundl) , (l~i) (pli) WMC 33 7 04/06/99 99000 3500 3600/2,8 days WMC 34 28 04127/99 WMC 35 28 04/27/99 WMC 36 Hold Specifications: Maldng & ASTM C-31 Tesl~ng ASTM C-143, Type~°f l~ [~] [~ I""1 Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rrn 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. Ph (972) 484-8301: Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Ryland Homes Report Date: April 8, 1999 Westbury Manor, Coppell, Texas Project No.: 0781-2277 CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTU C431): WATER ADDED (gal): SLUMP (in.) (ASTM C-t43): Site Concrete CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 60 CONCRETE TEMP. (°F) (Asl~ c.lo~4): 70 TIME BATCHED: 3:48 pm TIME ~a~MPLED: 4:15 pm WEATHER CONDmON: Cloudy LOCATION OF PLACEMENT: Westt)ury Drive, station 1+50 Site Batch 8284 4.8 0 3.0 TOTAL COMPRESSNE REQUi~,~.D COMPRESSIVE CYMNDER A6E DAll~ LO.4~) ~ $~NGTH leu ~.~-~ R , (~.-¥~) TESTED (pounds) (p~i) (p~i) WMC 37 7 04/06/99 98000 3470 3600/28 days WMC 38 28 04/27/99 WMC 39 28 04/27~ Speciflcaliorta: Making& ASTM C-31 Tes~ng ASTM C-143. Type~ of 1~ [~] [~ E] C-i'ir~g: Mettx3ds: ASTM C-39 Fracture: A B C D REMARKS: Technician: Jesse Blackstone FUGRO SOUTH INC. Reviewed By: ~ SMHirm Distribution: Ryland Homes - Mark Gaines City of Coppeil - Larry Davis Goodwin & Marshall - David Gregory Site Concrete, Inc. - Melissa Usetding FUGRO SOUTH, INC. 2880 ~ L~ne: Ph (972) 464-630~: Fax (972) COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ry~and Homes PROJECT: westbury Manor, Coppetl, Texas Report Date: April 8, 1999 Project No.: 0781-2277 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): ~ CONCRE'r~ TEMP. (°F) (A~TM C.IOM): ?0 TIME BATCHED: 11:15 am TIME SAMPLED: 12:29 pm WEA~ER CONDmON: Cloudy LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site PLANT/TRUCK: Batch MIX ID NUMBER: 8284 AIR (%) (Asm c-2~t): 4.8 WATER ADDED (gal): 0 SLUMP (in.) (A.STM C-143): 3.0 London Drive, station 6+50 TOTAL COMPRE~IVE REQUIRED COMPRE~81VE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pound~) (pal) (l~li),, WMC 25 ~ ? O4/O6/99 81000 2870 ,3600r26 days ,, WMC 26 28 04/27199 VVMC 27 28 O4/27/99 VVMC 28 Hold " Fracture mode i~ (A) unle~ olhenNi~e noted Specifications: Making & ASTM C'31 Testing ASTM C'143. Type~of ~] [~ [~ r.-1 curing: Melhocls: 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. 2880 Virgo Lane; Ph (972) 484-6301; Dall~, Texas 75229 (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Ryland Homes Westbury Manor, Coppell, Texas CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (AS~M C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete 56 72 10:05 am 10:58 am Cloudy Report Date: Apr~ 8, 1999 Project No.: 0781-22T7 CONCRETE SUPPUER: Site PLANT/TRUCK: Batch MIX ID NUMBER: 8284 AIR (%) (AST~ C-~t): 4.6 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-t43): 3 London Drive, station 9+50 TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUM_R~_R (daN) T~STED (pounds) (l~i) (1~!) WldC 21 7 04/06/99 105000 3710 3600/28 days ,,, WMC 22 28 04/27/99 WMC 23 28 04/27/99 WMC 24 Hold ' Fracture mode ~ (A)'~e~ othena~e noted 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. Oa#~, Tex~ 75229 (972) 62~7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Ryland Homes Westbury Manor, Coppell, Texas Report Date: Apr~ 8, ~ 999 Project No.: o78~-2277 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 56 CONCRETE TEMP. (°F) (ASTM C-10e4): 70 TIME BATCHED: 9:00 am TIME SAMPLED: 9:32 am WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (Asm c~): WATER ADDED (gal): SLUMP (in.) (ASTM C~43): London Drive, station 11+38.50 Site Batch 8284 4.7 0 3.0 TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH ~I~NGTH NUMBER,, I {day's) TESTED (pound~) (1~i) , (1~i) WMC ~7 ,7 04/O6/99 100000 , 354O , 36OO/28, days WMC 18 28 04/27/99 WMC 19 28 04/27/99 VVMC 20 Hold ....... Fracture mode ia (A) ~ ottme,~se noted Spectflcatlorm: Making & ASTM C-31 Testing ASTM C'143, Curing: Meffiods: ASTM C-39 Fracture: A B C D REMARKS: Unit Weight: 148.0 lbs./cu, ft. Technician: Jesse Blackstone FUGRO SOUTH INC. SMH/rm Distribution: Reviewed B.~"~'~-"""=~ Ryland Homes - Mark Gaines City of Coppeil - Larry Davis Goodwin & Marshall - David Gregory Site Concrete, Inc. - Melissa Uselding