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Northlake WE P10C-LR 970127FUGRO-McCLELLAND (SOUTHWEST), INC. - 2880 virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: January 27, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I:"..i.:.i "i:::.-i: :.-'i.:.:ii..~.::.:? .;... '..:.-'-SAMPLE DATE:-:-Ja:nuarY-20,"1997;::. . .i' :i: ::- -.-i'...!~: ::.~:~,.i~. CONTRACTOR: Site Concrete TICKET NO.: NIA CONCRETE SUPPLIER: Site AMBIENT TEMP. (°F): 43 PLANT/TRUCK: On site CONCRETE TEMP. (°F): 72 MIX ID NUMBER: 5.0 TIME BATCHED: 7:30 am AIR (%) (ASTM C-231) 4.5 TIME SAMPLED: 7:45 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-143) I 1/2 LOCATION OF PLACEMENT: Willet Ddve, station 8+00 "'"" :~:' ':' ' .:CONCRETE CYLINDER: COMPRESSIVE:STRENGTH:. TESTS .... ........~ . :~. Standai~d'6''.: . :-. x'12~;'28:27'square-inches - : ..'-. ':"~:-'::. CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 5 7 01/27197 83000 2936 3000128 days NLW 6 28 02/17~97 NLW 7 28 02/17/97 NLW 8 Hold Specif'mation~: Making 8, Curing: ASTM C-31 Testing Me~hods: ASTM C-143, ASTM C-3~ REMARKS: Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By: ~ SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FU~BO-McCLELLAND (SOUTHWEST), ~NC. R880 v{r§o Lan~: O~{{~$, Texa~ Ph (97~) 484-830{ 2 Fax (97~) COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: site Concrete Report Date: January 27, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 [='=-. '=-="=~ ~=.~-=.... '==i. 'iSAMPLE DATE:-'JanuarY~20,..1997~ =~ .=' -... '-. -~ =! CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: Site AMBIENT TEMP. (°F): 47 PLANT/TRUCK: On site CONCRETE TEMP. (°F): 70 MIX ID NUMBER: 5.0 TIME BATCHED: 9:40 am AIR (%) (ASTM C-231) 6.2 TIME SAMPLED: 9:50 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) {ASTM C-143) 2 1/4 LOCATION OF PLACEMENT: Sea Hawk Court, Station 1+30 ' "='= .... ~CONCRETE CYLINDER COMPRESSIVESTRENGTH TESTS Standard 6"'x 12", 28.27 square inches- CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 9 7 01/27/97 120000 4245 3000/28 days NLW 10 28 02/17/97 NLW 11 28 02/17~97 NLW 12 Hold Specirmations: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39 REMARKS: Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By:~ i ' SMHIrm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: January 27, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 tli-:' ~i: !--: :::-:'...' :i'.-' ~SAMPLEDATE:'-january.:20,. 1997' - ":i. "i1 CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: Site AMBIENT TEMP. (°F): 50 PLANT/TRUCK: On site CONCRETE TEMP. (°F): 75 MIX ID NUMBER: 5.0 TIME BATCHED: 10:50 am AIR (%) (ASTM C-231) 6.3 TIME SAMPLED: 11:05 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-143) 2.0 LOCATION OF PLACEMENT: Mallard Drive, station 24+20 : C'ONCRETE CYLINDER'COMPRESSIVE STRENGTH TESTS Standard 6" x i2~!~.28:27'square-inches CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 13 7 01/27/97 105000 3714 3000/28 days NLW 14 28 02/17/97 NLW 15 28 02/17/97 NLW 16 Hold Specifications: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 REMARKS: Unit Weight: 148.2 pounds per cubic foot Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC. Checked B'~''''~- / ~ SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: January 27, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 f :.':-:"'-:-i' :'.'~.'. :~".::-' i:i'" ' :'SAMpEEDATE~':januarY20~:1997~ i-:':i'.' ~.:: .':::.--i :-:.- .i" .'.:i: CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: Site AMBIENT TEMP. ("F): 54 PLANT/TRUCK: On site CONCRETE TEMP. (°F): 77 MIX ID NUMBER: 5.0 TIME BATCHED: 11:45 am AIR (%) (ASTM C-231) 6.8 TIME SAMPLED: 12:00 pm WATER ADDED (gal): N/A WEATHER CONDITION: Clearing SLUMP (inches) (ASTM C-143) 2 1/2 LOCATION OF PLACEMENT: Mallard Drive, station 21+30 '' -i- . . CONCRETE'CYLINDER COMPRESSIVE:STRENGTH'TESTS' . -.ii.....:.: . . -.-. : . . Stattdard 6~ x 12~ 28 27 square inches" .... . ' ' '- -- CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 17 7 01/27/97 95000 3360 3000/28 days NLW 18 28 02/17/97 NLW 19 28 02/17/97 NLW 20 Hold Specifications: Making & Curing: ASTM C-31 Testing Me~hods: ASTM C-143, ASTM C-39 REMARKS: Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC. unit Weight: 147.4 pounds per cubic foor Checked By: ~'"'~"/ SMHIrm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: January 27, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 t; ." :.:::,..'. :.-..: ..~,"'::"::: ' iSAMPLE.:DATE: JanuarY.20,. 1997'~': '" . -. -' -'-..~.:" ::::::~::-:ii CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: Site AMBIENT TEMP. (°F): 61 PLANT/TRUCK: On site CONCRETE TEMP. (°F): 79 MIX ID NUMBER: 5.0 TIME BATCHED: 12:40 pm AIR (%) (ASTM C-Z$1) 7.0 TIME SAMPLED: 1:10 pm WATER ADDED (gal): N/A WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143) 3.0 LOCATION OF PLACEMENT: Blue Jay Drive, station 11+95 -' '. . :'.'CONCRETE'CYLINDER'COMPRESSIVESTRENGTH.TESTS - i': . '- . : . -. . .' Standard.6" x '12';:: 28.27. square.inches ': :: '"':-~ii .'. -'i-':~-'.i-i CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 21 7 01/27/97 100000 3537 3000/28 days NLW 22 28 02/17/97 NLW 23 28 02/17~97 NLW 24 Hold Specifications: Making & Cudng: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 REMARKS: Unit Weight: 149.1 pounds per cubic foot Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC. Checked SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. - 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: January 27, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 -- SAMPLE DATE: January 20, 1997' CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: Site AMBIENT TEMP. (°F): 68 PLANT/TRUCK: On site CONCRETE TEMP. (°F): 76 MIX ID NUMBER: 5.0 TIME BATCHED: 3:45 pm AIR (%) (ASTM C.231) 6.5 TIME SAMPLED: 4:35 pm WATER ADDED (gal): N/A WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143} 2.5 LOCATION OF PLACEMENT: Blue Jay Ddve, station 17+00 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 25 7 01/27/97 120000 4245 3000/28 days NLW 26 28 02/17/97 NLW 27 28 02/17/97 NLW 28 Hold Specifications: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39 REMARKS: Technician: Ted Nicholas FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By:c'~ ~ ~' SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons