SC-Coppell MSW-LR020812FUGRO 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 K A Sparks Report Date: August 12, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: July 31, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Paving, fire lane on southeast side of school building
Hanson
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)
CMS 261 7 08/07/02 87680 3100 4000/28 days
CMS 262 28 08/28/02
CMS 263 28 08/28/02
CMS 264 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~] ~] ~ E~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed
to be correct.
Technician: Dumitru Balas
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
KA Sparks Contractors Inc.- Jim Schooler
K A Sparks Contractors Inc. - Jerry Jones (Fax: 972-393-1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell lSD - Mickey Harper
SHW Group- Mike Elmore
SHW Group - Dale Lilljedahl
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 K A Sparks Report Date: August 12, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: July 31, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) {ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc.
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Paving, fire lane on east side of the school building
Hanson
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)
CMS 257 7 08/07/02 89460 3160 4000/28 days
CMS 258 28 08/28/02
CMS 259 28 08/28/02
CMS 260 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~]~ [~] E~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed
to be correct.
Technician: Dumitru Balas
FUGRO SOUTH INC.
SMHlrm
Distribution:
Reviewed By: ~
K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc.- Jerry Jones (Fax: 972-393-1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell lSD - Mickey Harper
SHW Group- Mike EImore
SHW Group - Dale Lilljedahl
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 K A Sparks Report Date: August 12, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: July 31, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP, (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc.
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-t43):
Paving, fire lane on east side of the school building
Hanson
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)
CMS 253 7 08/07/02 79290 2800 4000/28 days
CMS 254 28 08/28/02
CMS 255 28 08/28/02
CMS 256 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: A B C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed
to be correct.
Technician: Dumitru Balas
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Jerry Jones (Fax: 972-393-1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell lSD - Mickey Harper
SHW Group- Mike Elmore
SHW Group - Dale Lilljedahl
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 K A Sparks Report Date: August 12, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: July 25, 2002
CONTRACTOR: Cortez Group Inc.
TICKET NO.: 189725
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (ASTM C-1064): 88
TIME BATCHED: 9:40
TIME SAMPLED: 10:15
WEATHER CONDITION: clear/hot
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Hanson
PLANT/TRUCK: 27-888
MIX ID NUMBER: 3951
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143):
fire lane approximately 10 feet north & 10 feet west northwest corner
of the parking lot.
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)
CMS 241 7 8-01 36320 3050 4000/28 days
CMS 242 28 8-22
CMS 243 28 8-22
CMS 244 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 6-31 Testing ASTM 6-143, Typesof [~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
Hector Salazar
FUGRO SOUTH INC.
SMH/nl
Distribution:
Reviewed By: ~
K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Jerry Jones (Fax: 972-393-1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell lSD - Mickey Harper
SHW Group- Mike Elmore
SHW Group - Dale Lilljedahl
FUGRO SOUTH, INC.
2880 Virgo Lane; Daltas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: August 12, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: July 25, 2002
CONTRACTOR: Cortez Group Inc.
TICKET NO.: 189687
AMBIENT TEMP. (°F): 77
CONCRETE TEMP. (°F) (ASTM C-1064): 89
TIME BATCHED: 3:25 p.m.
TIME SAMPLED: 4:32 p.m.
WEATHER CONDITION: cloudy
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Hanson
PLANT/TRUCK: 27/924
MIX ID NUMBER: 9351
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-'143): 5.0
Paved 25 feet from Northside of 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)
CMS 233 7 8-01 76900 2720 4000/28 days
CMS 234 28 8-22
CMS 235 28 8-22
CMS 236 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~] [~ E~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Julio Perez
SMH/nl
Distribution:
FUGRO SOUTH INC.
Reviewed By: ~ -
K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Jerry Jones (Fax: 972-393-1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell lSD - Mickey Harper
SHW Group- Mike Elmore
SHW Group - Dale Lilljedahl