SC-Coppell HS-LR000728FUGRO 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: July 28, 2000
Project No.: 0791-2208
SAMPLE DATE: July 20, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 089856
AMBIENT TEMP. (°F): 88
CONCRETE TEMP. (°F) (ASTM C-1064): 90
TIME BATCHED: 5:45
TIME SAMPLED: 6:30
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/947
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 30
SLUMP (in.) (ASTM C-143): 6
Paving, 195 feet west of northwest corner of tennis court building 17.8
feet of tennis court fence
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 1330 7 07/27/00 73200 2590 3000~28 days
CHC 1331 28 08/17/00
CHC 1332 28 08/17/00
CHC 1333 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~ ~ FI
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Sammy Roberts
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: July 28, 2000
Project No.: 0791-2208
SAMPLE DATE: July 20, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 089875
AMBIENT TEMP. (°F): 89
CONCRETE TEMP. (°F) (ASTM C-'1064): 92
TIME BATCHED: 8:00
TIME SAMPLED: 9:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1042
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal): 20
SLUMP (in.) (ASTM C-'143): 9
Paving, 10 feet off southwest corner of tennis court building, 6 feet off
curb, 48 feet off fire lane
CONCRETE CYLINDER COMPRESSIVE STRENGTHTESTS
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 1334 7 07/27/00 65700 2320 3000/28 days
CHC 1335 28 08/17/00
CHC 1336 28 08/17/00
CHC 1337 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~] [~ [~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Sammy Roberts
FUGRO SOUTH INC.
SMH/rm
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
Coppeil, Texas
Report Date: July 28, 2000
Project No.: 0791-2208
SAMPLE DATE: July 20, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 100
CONCRETE TEMP. (°F) (ASTM C-1064): 96
TIME BATCHED: 9:55
TIME SAMPLED: 11:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
Cortez Group
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7
MIX ID NUMBER: 38
AIR (%) (ASTM C-23'1):
WATER ADDED (gal): 20
SLUMP (in.) (ASTM C-143):
Paving, 25 feet east corner of tennis court building off curb, 65 feet
north off fire lane
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 1338 7 07/27/00 62800 2220 3000/28 da~$
CHC 1339 28 08/17/00
CHC 1340 28 08/17/00
CHC 1341 Hold
Fracture mode is (A) unless 'otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~] [~ [~ E~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Sammy Roberts
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: July 28, 2000
Project No.: 0791-2208
SAMPLE DATE: June 29, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 1060933
AMBIENT TEMP. (°F): 89
CONCRETE TEMP. (°F) (ASTM C-1064): 90
TIME BATCHED: 10:20
TIME SAMPLED: 11:30
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/964
MIX ID NUMBER: 38
AIR (%) (ASTM C-23t): 4.2
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4.5
Parking lot, 25 feet off fire lane north, 75 feet off curb line west
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 1302 7 07/06/00 78700 2780 3000/28 days
CHC 1303 28 07/27/00 104100 3680
CHC 1304 28 07/27/00 101000 3570
CHC 1305 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: Sammy Roberts
FUGRO SOUTH INC.
SMH/rm
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 Elrnore
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: July 28, 2000
Project No.: 0791-2208
SAMPLE DATE: June 2.8, 2000
CONTRACTOR: The Cortez Group
TICKET NO.: 106747
AMBIENT TEMP. (°F): 84
CONCRETE TEMP. (°F) (ASTM C-1064): 86
TIME BATCHED: 6:08
TIME SAMPLED: 7:00
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 3/968
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 4
Northwest corner of bleachers 2"d column grade beam, 3'd grade beam
4~h and 5"' grade beam
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 1278 7 07/05/00 84400 2990 3000/28 days
CHC 1279 28 07/26/00 116100 4110
CHC 1280 28 07/26/00 117400 4150
CHC 1281 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~] ~ ~ U
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Sammy Roberts
FUGRO SOUTH INC.
SMH/rm
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: July 28, 2000
Project No.: 0791-2208
SAMPLE DATE: June 28, 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
106749
88
91
7:08
8:30
Partly cloudy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/966
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.5
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 3
Furthest west parking lot, 200 feet north of fire lane leave out and curb
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 1282 7 07/05/00 83600 2960 3000/28 days
CHC 1283 28 07/26/00 112100 3970
CHC 1284 28 07/26/00 113200 4000
CHC 1285 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ ITl I-~ I--I
Cudng: Methods: ASTM C-39 Fracture: AV~J [/~J V~ LJB c D
REMARKS: Unit Weight: 148 lbs/cu, ft.
Technician: Sammy Roberts
FUGRO SOUTH INC.
SMH/rm
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: July 28, 2000
Project No.: 0791-2208
SAMPLE DATE: June 28, 2000
CONTRACTOR:
TICKET NO.: 106792
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (ASTM C-1064): 89
TIME BATCHED: 11:47
TIME SAMPLED: 12:20
WEATHER CONDITION: Partly cloudy
LOCATION OF PLACEMENT:
The Cortez Group
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/966
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 5
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 4
Furthest west parking lot, 60 feet north of fire lane, and 10 feet west
curb line
_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 1286 7 07/05/00 70700 2500 3000/28 days
CHC 1287 28 07/26/00 110500 3910
CHC 1288 28 07/26/00 107300 3800
CHC 1289 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~] ~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit Weight: 144.1 lbs/cu, ft.
Technician: Sammy Roberts
FUGRO SOUTH INC.
SMH/rm
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