SC-Coppell HS-LR 990910FUGRO SOUTH, INC. '---
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 10, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE DATE: September 1, 1999
CONTRACTOR: Dal Mac
TICKET NO.: 15145 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 99 PLANT/TRUCK: 7/757
CONCRETE TEMP. (°F) (ASTM C.'1064): 90 MIX ID NUMBER: 16
TIME BATCHED: 1:40 pm AIR (%) {ASTM C-231):
TIME SAMPLED: 2:15 pm WATER ADDED (gal): 5
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-~45): 5
LOCATION OF PLACEMENT: Grid lines: AH to BB, Al0 to A4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 81 7 09~08~99 82000 2900 3000~28 days
CHC 82 28 09/29/99
CHC 83 28 09/29/99
CHC 84 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~ ~J-~ ~--~ ['"~
Curing: Methods: ASTM C-39 Fracture: AI/XI [/XJ [/~ [_.JB C D
REMARKS:
Technician: William Granger FUGRO SOUTH INC.
Reviewed By:
SMH/rm
Distribution: DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC. ~i~
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 10, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE DATE: September 1, 1999
CONTRACTOR: Dal Mac
TICKET NO.: 3091234 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 96 PLANT/TRUCK: 3/964
CONCRETE TEMP. (°F) (ASTM C-'1064): 92 MIX ID NUMBER: 16
TIME BATCHED: 12:44 pm AIR (%) (ASTM C-231):
TIME SAMPLED: 1:30 pm WATER ADDED (gal): 5
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5
LOCATION OF PLACEMENT: Grade beams at Area A, sampled along A-9, A-10 between AM-AP
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 77 7 09/08/99 86000 3040 3000/28 days
CHC 78 28 09/29/99
CHC 79 28 09/29~99
CHC 80 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~ [~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jose Rivera FUGRO SOUTH INC.
Reviewed By: .-- j -
SMH/rm
Distribution: DaI-Mac Construction- Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972} 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 10, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE DATE: August '12, '1999
CONTRACTOR: Cortez Group
TICKET NO.: 3089955 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 101 PLANT/TRUCK: 3/821
CONCRETE TEMP. (°F) (ASTM C-1064): 90 MIX ID NUMBER: 16
TIME BATCHED: 3:22 AIR (%) (ASTM C-231):
TIME SAMPLED: 4:10 WATER ADDED (gal): 0
WEATHER CONDITION: Hot SLUMP (in.) (ASTM C-143): 5
LOCATION OF PLACEMENT: Piers: Pier #101
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 17 7 08/19/99 120000 4240 3000/28 days
CHC 18 28 09/09/99 127000 4490
CHC 19 28 09/09/99 125000 4420
CHC 20 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM 0-143. Typesof ~] ~ ~ [~]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford FUGRO SOUTH INC.
Reviewed By: ~' I
SMH/rm
Distribution: DaI-Mac Construction- Damon Norman
City of Coppell- Larry Davis/
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 10, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE DATE: September 1, 1999
CONTRACTOR: Dal Mac
TICKET NO.: 3091222 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 94 PLANT/TRUCK: 3/757
CONCRETE TEMP. (°F) (ASTM C.1064): 90 MIX ID NUMBER: 16
TIME BATCHED: 11:26 am AIR (%) (ASTM C-231):
TIME SAMPLED: 12:05 pm WATER ADDED (gal): 0
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5.50
LOCATION OF PLACEMENT: Foundation straight shaft piers at Area G, sampled at G J-G5, GK-G5,
and GH-G9
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 73 7 09/08/99 91000 3220 3000/28 days
CHC 74 28 09/29/99
CHC 75 28 09/29/99
CHC 76 Hold
Fracture mode is (A) unless other~vise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof [~] ~[~ ~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jose Rivera FUGRO SOUTH INC.
Reviewed By: · J
SMH/rm
Distribution: DaI-Mac Construction- Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford