SC-Coppell HS-LR000621FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 21, 2000
Project No.: 0791-2208
SAMPLE DATE: May 23, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
087286 CONCRETE SUPPLIER: LMC
90 PLANT/TRUCK: 7 / 1045
81 MIX ID NUMBER: 38
10:25 a.m. AIR (%) (ASTM C-231): 4.9
11:20 a.m. WATER ADDED (gal): 10
Sunny SLUMP (in.) (ASTM C-143): 5 1/2
Paving - parking lot, station 594
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 1192 7 5-30-00 66300 2350 3000/28 days
CHC 1193 28 6-20-00 99900 3530
CHC 1194 28 6-20-00 97800 3460
CHC 1195 H Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~7] r~
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/bg
Distribution:
Yancey Bivings
Reviewed By: ~
FUGRO SOUTH INC.
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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:
PROJECT:
Coppell lSD, cio Dal- Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 21, 2000
Project No.: 0791-2208
SAMPLE DATE: May 23, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.'1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
087255 CONCRETE SUPPLIER: LMC
71 PLANT/TRUCK: 7 / 755
80 MIX ID NUMBER: 38
6:32 a.m. AIR (%) (ASTM C-23'1): 5.2
6:55 a.m. WATER ADDED (gal): -
Sunny SLUMP (in.) (ASTM C-143): 3 1/2
Paving - parking lot, station 490
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 1176 7 5-30-00 78200 2770 3000128 days
CHC 1177 28 6-20-00 122900 4350
CHC 1178 28 6-20-00 120400 4260
CHC 1179 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof I~-"~ rT'l 1-711"-']
Cudng: Methods: ASTM C-39 Fracture: A[/xJ ~ [/'~ L.JB c D
REMARKS:
Technician: Yancey Bivings
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By: "~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Eimore
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:
PROJECT:
Coppeil lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 21, 2000
Project No.: 0791-2208
SAMPLE DATE: May 23, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
087259
73
81
7:05 a.m,
7:35 a.m.
Sunny
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Paving - parking lot, station 504
LMC
7 / 1042
38
5
4.0
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 1180 7 5-30-00 87500 3100 3000/28 days
CHC 1181 28 6-20-00 124700 4410
CHC 1182 28 6-20-00 121000 4280
CHC 1183 H Hold
Fracture mode is (A) unless' otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Yancey Bivings
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:_~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 21, 2000
Project No.: 0791-2208
SAMPLE DATE: May 23, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
087268 CONCRETE SUPPLIER: LMC
87 PLANT/TRUCK: 7 / 958
81 MIX ID NUMBER: 38
7:55 a.m. AIR (%) (ASTM C-231): -
9:00 a.m. WATER ADDED (gal): 10
Sunny SLUMP (in.) (ASTM C-143) .' 5 1/4
Paving - parking lot, station 634
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 1184 7 5-30-00 74900 2650 3000/28 days
CHC 1185 28 6-20-00 104500 3700
CHC 1186 28 6-20-00 108400 3830
CHC 1187 H Hold
Fracture mode i~ (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: Yancey Bivings
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike EImore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 21, 2000
Project No.: 0791-2208
SAMPLE DATE: May 23, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
087279
89
82
9:15 a.m.
10:00 a.m.
Sunny
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Paving - parking lot, station 643
LMC
7 / 955
38
10
5 1/4
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 1188 7 5-30-00 75400 2670 3000/28 days
CHC 1189 28 6-20-00 106800 3780
CHC 1190 28 6-20-00 104200 3690
CHC 1191 H Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM 0-143, Typesof [~ [~] [~] [-']
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Yancey Bivings
FUGRO SOUTH INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford