SC-Coppell MSW-LR020830FUGRO SOUTH, INC.
=--r~iGmo
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 30, 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 253 7 08/07/02 79290 2800 4000/28 days
CMS 254 28 08/28/02 114410 4050
CMS 255 28 08/28/02 115600 4090
CMS 256 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of 1~771F'F] I--;I
Curing: Methods: ASTM C-39 Fracture: A~J ~,J ~JB C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed
to be correct,
Technician: Dumitru Balas
SMH/rm
Distribution:
FUGRO SOUTH INC.
Review~~
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 30, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: July 26, 2002
CONTRACTOR:
TICKET NO.: 189758
AMBIENT TEMP. (°F): 85
CONCRETE TEMP. (°F) (ASTM C-'1064): 84
TIME BATCHED: 6:40 am
TIME SAMPLED: 7:30 am
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
Cortez Group, Inc.
CONCRETE SUPPLIER: Hanson
PLANT/TRUCK: 27/1888
MIX ID NUMBER: 9351
AIR (%) (ASTM C-231): 5.5
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 5 1/2
Parking lot next to Building A from west end of parking lot go to 60 ft.
east, and from north go 10 ft. south
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 249 7 08/02/02 89920 3180 4000/28 days
CMS 250 28 08/23/02 114390 4050
CMS 25I 28 08/23/02 116000 4100
CMS 252 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~1 ~]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Julio Villarreal
SMH/rm
Distribution:
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.
.-r-~iaRo
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 30, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc.
189751 CONCRETE SUPPLIER: Hanson
78 PLANT/TRUCK: 77/698
76 MIX ID NUMBER: 9351
4:55 am AIR (%) (ASTM C-231): 6.0
5:10 am WATER ADDED (gal): 5
Clear SLUMP (in.) (ASTM C-143): 5
Wrangler Circle next to existing 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 245 7 08/02/02 93550 3310 4000/28 days
CMS 246 28 08/23/02 117560 4160
CMS 247 28 08/23/02 120080 4250
CMS 248 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:
SMH/rm
Distribution:
Julio Villarreal
FUGRO SOUTH INC.
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:
PROJECT:
Coppell lSD, c/o K A Sparks
Coppell Middle School West, Coppell, Texas
Report Date: August 30, 2002
Project No.: 0701-2192
SAMPLE DATE: July 25, 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.
189725 CONCRETE SUPPLIER: Hanson
87 PLANT/TRUCK: 27-888
88 MIX ID NUMBER: 3951
9:40 AIR (%) (ASTM C-231):
10:15 WATER ADDED (gal): 10
clear / hot 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 114550 4050
CMS 243 28 8-22 115620 4090
CMS 244 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 6-143, Types°f L~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/nl/rm
Distribution:
Hector Salazar
FUGRO SOUTH INC.
Reviewed ~~J~)~
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 30, 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 122780 4340
CMS 263 28 08/28/02 119860 4240
CMS 264 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: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed
to be correct.
Technician: Dumitru Balas
SMH/rm
Distribution:
FUGRO SOUTH INC.
Revie~~
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 30, 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 123980 4390
CMS 259 28 08/28/02 124250 4400
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:
SMH/rm
Distribution:
Dumitru Balas
FUGRO SOUTH INC.
Reviewed
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 - MJckey Harper
SHW Group- Mike Elmore
SHW Group - Dale Lilljedahl