SC-Coppell MSW-LR020829FUGRO 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 29, 2002
Project No.: 0701-2192
SAMPLE DATE: July 25, 2002
CONTRACTOR: Cortez Group Inc.
TICKET NO.: 189699
AMBIENT TEMP. (°F): 80
CONCRETE TEMP. (°F) (ASTM C-1064)' 89
TIME BATCHED: 5:40 p.m.
TIME SAMPLED: 7:00 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): 40
SLUMP (in.) (ASTM C-143): 6.0
paved 75 feet southwest on bus drop-off and pick-up from the
northend.
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 237 7 8-01 78550 2780 3600/28 days
CMS 238 28 8-22 104120 3680
CMS 239 28 8-22 102010 3610
CMS 240 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 Perez
SMH/br/rm
Distribution:
FUGRO,~UTH INC.
Reviewe~'"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 29, 2002
PROJECT: Coppell Middle School West, Coppell, Texas 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.
189687 CONCRETE SUPPLIER: Hanson
77 PLANT/TRUCK: 27/924
89 MIX ID NUMBER: 9351
3:25 p.m. AIR (%) (ASTM C-231):
4:32 p.m. WATER ADDED (gal):
cloudy 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 3600/28 days
CMS 234 28 8-22 100530 3560
CMS 235 28 8-22 104120 3680
CMS 236 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/nl/rm
Distribution:
Julio Perez
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 EImore
SHW Group - Dale Lilljedahl