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Northlake WE P10C-LR 970220~ '-~-Ur-g~O 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 20, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I SAMPLE DATE: January 22, 1997 I CONTRACTOR: Site Concrete TICKET NO.: N/^ CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 52 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 60 MIX ID NUMBER: N/A TIME BATCHED: 7:25 am AIR (%) (ASTM C-231) 5.1 TIME SAMPLED: 7:30 am WATER ADDED (gal): N/A WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143) 3.0 LOCATION OF PLACEMENT: Paving: Station 14+00 of alley H 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 45 7 01/29/97 120000 4245 3000/28 days NLW 46 28 02/19/97 135000 4775 NLW 47 28 02/19/97 138000 4881 NLW 48 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 FUGRO-McCLELLAND (SOUTHWEST), INC. - 2880 Virgo Lane; Dallas. Tex:a~ 75229 Ph (972) 484-830'1; Fax (972) 620-7:328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: February 20, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 t.~.~--~. ~.. '.'~ !~ ~..~i .,.~' ~ !.-~, ~'.-~.~..' ~.'~.i..~~ ~SAMPLE DATE:~-.January~ 22,~.1.99.7'. ~ ~' i-..~....~ ~... i~ ....~ ~.~ ~....~.~ ~ CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 65 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 61 MIX ID NUMBER: N/A TIME BATCHED: 10:35 am AIR (%) (ASTM C-231) N/A TIME SAMPLED: 10:40 am WATER ADDED (gal): N/A WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143) 4.25 LOCATION OF PLACEMENT: Paving: Sea Hawk Circle, 5 feet south from north curb, center of circle ~.." ~'!' ' ~--.~' - ~'~ CONCRETE CYLINDER COMPRESSIVE'STRENGTH TESTS ..... CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NU M BER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 49 7 01/29/97 115000 4068 3000/28 days NLW 50 28 02/19/97 135000 4775 NLW 51 28 02/19/97 138000 4881 NLW 52 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 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 20, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I:-'" ;!...':.i i!I i:..:~ . ~.. :-.SAMPLEDATE: JanUary 2-2, '1997:.' :':i- -"' . .ii.. CONTRACTOR: Site Concrete TICKET NO.: N/^ CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 73 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 62 MIX ID NUMBER: N/A TIME BATCHED: 1:15 pm AIR (%) (ASTM C-231) 5.0 TIME SAMPLED: 1:20 pm WATER ADDED (gal): N/A WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143) 4.75 LOCATION OF PLACEMENT: Paving: Approach to Willet from Hummingbird, north radius from west side, 2 feet east and 2 feet south from curb (hand paving) .. '. ' 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 53 7 01/29/97 118000 4174 3000/28 days NLW 54 28 02/19~97 140000 4952 NLW 55 28 02/19/97 135000 4775 NLW 56 Hold Specifcations: Making & Cudng: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 REMARKS: Technician: Scott Rogers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked B~". ~'~"J 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: Februar~ 20, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 ti.~.':~:'i-" i~:"~'i'"' :. :-'-i:'- i:~?:?:'?i:.'i~:::-i::''~::'''i'SAMPLE DATE:'-JanuarY23, ~19'97 i.i: ~ --- .. ':i: '... CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 56 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 58 MIX ID NUMBER: N/A TIME BATCHED: 8:45 am AIR (%) (ASTM C.231) 4.9 TIME SAMPLED: 8:50 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-145) 4.50 LOCATION OF PLACEMENT: Paving: Approach to Sea Hawk Circle, 5 feet south into west radius, 2 feet from curb :..:. '..:..~:.::. :i::' :.i':cONCRETEiCYLINDER COMPRESSIVESTRENGTH.TESTS:. :'"" ' ..:'"' ":.': ' ::::. ::' -::~:. :~:::' .~:.-::. :'i:i"standard:.6"'x:12'~',.28.27:squareinches::.i i': :'i- ':: :: .i::::: :.. CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 57 7 01/30/97 118000 4174 3000/28 days NLW 58 28 02/20/97 138000 4881 NLW 59 28 02/20/97 133000 4705 NLW 60 Hold Specifications: Making & Cudng: 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 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 20, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I::-.::-'-:'~!:.:..-::i ::.!.'!'-~::::.:i :i~.'ii.i. ' SAMPLE-iDATE: Ja'nuarY:23i 1997 CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 57 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 59 MIX ID NUMBER: N/A TIME BATCHED: 10:45 am AIR (%) (ASTM C-231) N/A TIME SAMPLED: 10:50 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-143) 4.0 LOCATION OF PLACEMENT: Paving: South most point of radius, 2 feet north from curb on Mallard .iii' i.~ .~ ..' CONCRETECYLINDER COMPRESSIVE STRENGTH'TESTS : ':: :" :: .:- "~!i i"i.'-'-':. Standard6!' x 12", 28.27'-square inches CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 61 7 01/30/97 120000 4245 3000~28 days NLW 62 28 02/20/97 143000 5058 NLW 63 28 02/20/97 140000 4952 NLW 64 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: d' / SMH/rm Distribution: Site Concrete - Mike Boney ~ Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons