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Northlake WE P10C-LR 970218FUGRO-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: February 18. 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I-'" : '": : .. SAMPLE DATE: -January'21, 1997' " CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 74 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 69 MIX ID NUMBER: N/A TIME BATCHED: 4:10 pm AIR (%) (ASTM C-231) 5.1 TIME SAMPLED: 4:15 pm WATER ADDED (gal): N/A WEATHER CONDITION: Partly cloudy SLUMP (inches) (ASTM C-143) 2.5 LOCATION OF PLACEMENT: Paving: Station 6+00 Alley E CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x t2", 28.27 square inches CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE N U M B ER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 41 7 01/28/97 135000 4775 3000/28 days NLW 42 28 02/18/97 165000 5837 NLW 43 28 02/18/97 170000 6013 NLW 44 Hold Specifications: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39 REMARKS: Technician: Scott Rogers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked ,E~ SMU/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 (9?2) 484-8301; Fax (9?2) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: February 18, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I~:: ;': .;.!"~.:' .;i::';''~-'': ':: :-::-.::::-:.'-ii:-" i. :S'AMPLE'DATE:'-January.'20:,::1997 :-- '''I~':' ::" .i: '.-.i '..ii:::':;~: 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-¶43) 2 1/2 LOCATION OF PLACEMENT: Mallard Drive, station 21 +30 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 130000 4599 NLW 19 28 02/17/97 128000 4528 NLW 20 Hold Specifications: Making & Cudng: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 REMARKS: Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC. Unit Weight: 147.4 pounds per cubic foot Checked B~. / 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: February 18, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 f'::" ::~:~i:~:~:~i~::~:~:~:~i:~:~SAMP~E;DATE::~: Janu'arY'20, 1997' ....'"'.~.i .~i' 'i- ...~:: 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-231) 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 .... 'i' .: ... .-:: CONCRETE. CYLINDER'COMPRESSIVE STRENGTH TESTS-- :''"" .... 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 123000 4351 NLW 23 28 02/17/97 127000 4492 NLW 24 Hold specirmations: Making & Cudng: ASTM C-3t 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 B~~'- SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-~cCLELLANO (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: February 18, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I~:":::::- ..:.:.i:-.i' :.:'-"~,'!':'::i'~: ":."':i: 'i .~i..SAMPLE:DATE: 'January.20., 1997 :- : I CONTRACTOR: Site Concrete TICKET NO.: N/A 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) 1 1/2 LOCATION OF PLACEMENT: Willet Drive, station 8+00 .... ! .... .:'-~'--:'-~ -CONCRETE'CYLINDER COMPRESSIVE.STRENGTH TESTS ':: .. :-~ ....... : ': ' istandard 6""x 1'2", 28~27-square inches.' " -: -~ CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 5 7 01/27/97 83000 2936 3000/28 days NLW 6 28 02/17/97 103000 3643 NLW 7 28 02/17/97 107000 3785 NLW 8 Hold specifications: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 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 FUG*RO-M~:CLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dellas, T®~s 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: February 18, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I.i::.~ .... .'.:....::i.::.":i:::~-:.: ::'.~.::.ii..i:.,'.::'-:'~:'SAMPLE-'DATE: .january20, 1997'"- -- ::.:" 'i. "!:: '! 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 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 9 7 01/27/97 120000 4245 3000~28 days NLW 10 28 02/17/97 150000 5306 NLW 11 28 02/17/97 155000 5483 NLW 12 Hold Specir~etions: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 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 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: February 18, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 Ii':.-:.-.'~'i.:-.:'.::".'::i-.-i-i'-i.~.~.'~:..' .:!i':i!-':~::i,.'~i;:"SAMpLE DATE:' january:20,:.l-99711:!, i:' :'-:!- ..-: ~: "::'" CONTRACTOR: Site Concrete TICKET NO.: NIA 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: 1 1:05 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-145) 2.0 LOCATION OF PLACEMENT: Mallard Ddve, station 24+20 ...... .--.' '.s~and x squ 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 128000 4528 NLW 15 28 02/17/97 125000 4422 NLW 16 Hold Specifications: Making & Cudng: 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 By:~'''- SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons "FI3GRO-McCLELLAND (SOUTHWEST), INC. '- 2880 Virgo Lane; Oailas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: February 18, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 [--.-::'--'~:i:: :~..;i:..i::" ::" SAMPLE-DATE: JanuarY20, 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/^ WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143) 2.5 LOCATION OF PLACEMENT: Blue Jay Ddve, station 17+00 =.=. " i' i '~ '..'i=~C'ONCRETE.CYLINDER COMPRESSIVE STRENGTH TESTS. 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 155000 5485 NLW 27 28 02/17/97 157000 5554 NLW 28 Hold Specir~..ations: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 REMARKS: Technician: Ted Nicholas FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By.~'~ 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: February 18, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 f:-:'.:.' ..:.:..-..;.:.i-:.. :::.: '.;:;:... 'i.:. -SAMPLE DATE:. January 21, 1997 -' --::::...il CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. {°F): 60 PLANT/TRUCK: N/A CONCRETE TEMP. {°F): 64 MIX ID NUMBER: N/A TIME BATCHED: 8:00 am AIR (%) {ASTM C-231) 4.9 TIME SAMPLED: 8:05 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-143) 3.0 LOCATION OF PLACEMENT: Paving: 50 feet north on Blue Jay from Mallard '" : -;': i::.' '::.:CONCRETE'CYLINDER:COMPRESSIVE STRENGTH:TESTS: .' :". - ' ~-'-' .Standard 6" x 12", 28.27square inches CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 29 7 01/28/97 103000 3643 3000/28 days NLW 30 28 02/18/97 143000 5058 NLW 31 28 02/18/97 138000 4881 NLW 32 Hold Specir~at~ns: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 REMARKS: Technician: Scott Rogers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked BY:d" 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: February 18, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I:::-' ~-"i:-":.~'ii'?~'::i:'::::,':':!:i:.!"~::-::-':-:-::-::':":::" ~:~:' .'.-SAMPLE.:.DATE:.'January!2~I.i:.I997- '" '-:'-:" CONTRACTOR: Site Concrete TICKET NO.: NIA CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 59 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 64 MIX ID NUMBER: N/A TIME BATCHED: 9:10 am AIR (%) (ASTM C.231) 5.1 TIME SAMPLED: 9:15 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C.143) 4.5 LOCATION OF PLACEMENT: Paving: 25 feet east on Mallard from Blue Jay .... '::' '" :: : CONCRETE CYLINDER'COMPRESSIVE:STRENGTH~TESTS!~:' "-: :~ ...... : ~':~'.'.-::-~.'" -:' -' :'. ii. ' ":' ' -Standai~d-:6,,x'i'2",.28.27 squareinches. "' :~:' - CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 33 7 01128/97 92000 3254 3000/28 days NLW 34 28 02/18197 105000 3714 NLW 35 28 02/18/97 103000 3643 NLW 36 Hold specir~ations: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39 REMARKS: Technician: Scott Rogers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By: ~ / SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons ~- ~ -'Fu~-nn FUGR -McCLELLAND (SOUTHWEST), INC. =-t------~--.- 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: February 18, 1997 PROJECT: Northlake Woodlands 10C, Coppell. Texas Project No.: 0761-2105 ti::: ."::":::':::i::.'-i!? '~':::-::i-::;':~."-.i; iii::,"i ,i'SAMPLE.DATE:':~Janu'ary.121, t'9'97 ........ ' ..'" '~'. .... -:1 CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 69 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 68 MIX ID NUMBER: N/A TIME BATCHED: 12:10 pm AIR {%) (ASTM C-231) N/A TIME SAMPLED: 12:15 pm WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-143) 3.25 LOCATION OF PLACEMENT: Paving: Station 4+00 alley G ::.::i.-;-~::;'i:!~. '~:.: i:'i:':~. :CONCRETE:CYLINDER COMPRESSIVE STRENGTH TESTS"-.. :. ::'.':'::.::~:.': :' :.::' .::'.'::: i:'...:-.. ': ':.,' . ':$tandard'6"'x 12", 28.27:square. inches . ' ' CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER {days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 37 7 01/28/97 133000 4705 3000128 days NLW 38 28 02/18/97 158000 5589 NLW 39 28 02/18/97 160000 5660 NLW 40 Hold Specifications: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39 REMARKS: Technician: Scott Rogers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By: ~ SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons