SC-Coppell MSW-LR001023FUGRO SOUTH, INC.
2880 virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, cio K A Sparks Report Date: October 23, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.'. 0700-2227
SAMPLE DATE: October 11, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093960 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 71 PLANT/TRUCK: 7~959
CONCRETE TEMP. (°F) (ASTM C-'1064): 77 MIX ID NUMBER: 39
TIME BATCHED: 1:10 AIR (%) (ASTM C-231) .' 4.6
TIME SAMPLED: 1:50 WATER ADDED (gal):
WEATHER CONDITION: cloudy SLUMP (in.) (ASTM C-143): 5.5
LOCATION OF PLACEMENT: East parking lot, north east end
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)
CMW 105 7 10-18-00 87500 3100 3000/28 days
CMW 106 28 11-8-00
CMW 107 28 11-8-00
CMW 108 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: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: ,-~,~'
SMH/kp
Distribution: K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 )
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock
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: October 23, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 11, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093944 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 70 PLANT/TRUCK: 7/959
CONCRETE TEMP. (°F) (ASTM C-1064): 76 MIX ID NUMBER: 39
TIME BATCHED: 11:26 AIR (%) (ASTM C-231): 4.2
TIME SAMPLED: ' 11:58 WATER ADDED (gal):
WEATHER CONDITION: cloudy SLUMP (in.) (ASTM C-143): 5.75
LOCATION OF PLACEMENT: East parking lot, north east corner
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)
CMW 101 7 10-18-00 77400 2740 3000/28 days
CMW 102 28 11-8-00
CMW 103 28 11-8-00
CMW 104 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: Jerry Smith
FUGRO SOUTH INC.
Reviewed By:
SMH/kp
Distribution: K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511)
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock
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: October 23, 2000
PROdECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 11, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093935 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 62 PLANT/TRUCK: 7/615
CONCRETE TEMP. (°F) (ASTM C-'1064): 70 MIX ID NUMBER: 39
TIME BATCHED: 9:30 AIR (%) (ASTM C-231): 4.5
TIME SAMPLED: 10:39 WATER ADDED (gal):
WEATHER CONDITION: cloudy SLUMP (in.) (ASTM C-143): 5.5
LOCATION OF PLACEMENT: Southeast side of east 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)
CMW 97 7 10-18-00 83600 2970 3000/28 days
CMW 98 28 11-8-00
CMW 99 28 11-8-00
CMW 100 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof B [~ ~ ['-']
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: ,-- _ J
SMH/kp
Distribution: K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 )
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock
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: October 23, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No~: 0700-2227
SAMPLE DATE: October 11, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093919 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 60 PLANT/TRUCK: 7/955
CONCRETE TEMP. (°F) (ASTM C-10S4): 70 MIX ID NUMBER: 39
TIME BATCHED: 8:19 AIR (%) (ASTU C-231): 4.3
TIME SAMPLED: 9:10 WATER ADDED (gal): 10
WEATHER CONDITION: cloudy SLUMP (in.) (AS?M C-~43): 6
LOCATION OF PLACEMENT: East parking lot, southeast side
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)
CMW 93 7 10-18-00 85900 3040 3000/28 days
CMW 94 28 11-8-00
CMW 95 28 11-8-00
CMW 96 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: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: - /
SMH/kp
Distribution: K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 )
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock