SC-Coppell HS-LR000614FUGRO 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 14, 2000
Project No.: 0791-2208
SAMPLE DATE: May 16, 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
7087085 CONCRETE SUPPLIER: LMC
73 PLANT/TRUCK: 7/958
80 MIX ID NUMBER: 38
8:10 am AIR (%) (ASTM C-231): 4.8
8:45 am WATER ADDED (gal): 10
Sunny SLUMP (in.) (ASTM C-143): 5.50
Paving: Parking lot, station 446
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 1114 7 05/23/00 79800 2820 3000/28 days
CHC 1115 28 06/13/00 107900 3820
CHC 1116 28 06/13/00 110000 3890
CHC 1117 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: Unit Weight: 144.4 lbs/cu, ft.
Technician:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: ~,.J
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 14, 2000
Project No.: 0791-2208
SAMPLE DATE: May 16, 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
7087095 CONCRETE SUPPLIER: LMC
79 PLANT/TRUCK: 7/1039
81 MIX ID NUMBER: 38
9:08 am AIR (%) (ASTM C.231):
10:00 am WATER ADDED (gal): 15
Sunny SLUMP (in.) (ASTM C.143): 6
Paving: Parking lot, station 479
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 1118 7 05/23/00 702000 2480 3000/28 days
CHC 1119 28 06/13/00 89400 3160
CHC 1120 28 06/13/00 87700 3100
CHC 1121 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~ [~ [~] D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
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 14, 2000
Project No.: 0791-2208
SAMPLE DATE: May 16, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):.
CONCRETE TEMP. (°F) (ASTM C-10S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
7087102
80
82
10:00 am
11:10 am
Sunny
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7958
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 6 3/4
Paving: Parking lot, station 487
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 1122 7 05~23/00 66300 2350 3000/28 days
CHC 1123 28 06/13/00 90500 3200
CHC 1124 28 06/13/00 94100 3330
CHC 1125 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~] [~ [~;1 E]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: l~,.] '~J [C ~ t,..~')c,~,,_~,(
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 Del - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 14, 2000
Project No.: 0791-2208
SAMPLE DATE: May 16, 2000
CONTRACTOR:
TICKET NO.: 1502260
AMBIENT TEMP. (°F): 80
CONCRETE TEMP. (°F) (ASTM C-1064): 82
TIME BATCHED: 9:29 am
TIME SAMPLED: 10:30 am
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
Trane Texas Tennis
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/474
MIX ID NUMBER: 8272
AIR (%) (ASTra C-231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-'143): 5
Leaveout slab for Tennis Court 2 feet wide between Courts 1 and 3
and 2 and 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 1126 7 05/23/00 109900 3890 3500/28 days
CHC 1127 28 06/13/00 136400 4820
CHC 1128 28 06/13/00 133000 4700
CHC 1129 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~ ~"] r-~ [~
curing: Methods: ASTM C-39 Fracture: A[/XJ ~A~J ~_J L.JB C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By:/
Del-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 14, 2000
Project No.: 0791-2208
SAMPLE DATE: May 16, 2000
CONTRACTOR:
TICKET NO.: 7087110
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (ASTM C-1064): 82
TIME BATCHED: 1:10
TIME SAMPLED: 2:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT: Paving:
The Cortez Group
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 7/1092
MIX ID NUMBER: 38
AIR (%) (ASTra C-251): 5.1
WATER ADDED (gal): 20
SLUMP (in.) (ASTM C-143): 7
Parking lot, station 629
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 1130 7 05/23/00 73700 2610 3000/28 days
CHC 1131 28 06/13/00 95800 3390
CHC 1132 28 06/13/00 99200 3510
CHC 1133 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof B [~ [~ ~'~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: [./~ "")~L c
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