SC-Coppell MSW-LR001221FUGRO 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: December 21,2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: December 4, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093829 CONCRETE SUPPLIER: LMC
AMBIENT TEMP. (°F): 56 PLANT/TRUCK: 7/955
CONCRETE TEMP. (°F) (ASTM C-1064): 65 MIX ID NUMBER: 38
TIME BATCHED: 11:29 AIR (%) (ASTM C-231) .'
TIME SAMPLED: 12:15 WATER ADDED (gal): 0
WEATHER CONDITION: Sunny/windy SLUMP (in.) (ASTM C-143) .' 5 3/4
LOCATION OF PLACEMENT: Piers - light poles left field of baseball
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 153 7 12/11/00 87500 3100 3000/28 days
CMW 154 28 01/01/01
CMW 155 28 01/01/01
CMW 156 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: Jeff Jedlicka
FUGRO SOUTH INC.
Reviewed By: ~ !
SMH/rm
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
_.-~, 0~0
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: December 21,2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: November 22, 2000
CONTRACTOR:
TICKET NO.: 7095424 CONCRETE SUPPLIER: LMC
AMBIENT TEMP. (°F): 59 PLANT/TRUCK: 7/955
CONCRETE TEMP. (°F) (ASTM C-1064): 67 MIX ID NUMBER: 38
TIME BATCHED: 9:24 am AIR (%) (ASTM C-231):
TIME SAMPLED: 11:00 am WATER ADDED (gal):
WEATHER CONDITION: SLUMP (in.) (ASTM C-143) .' 5.0
LOCATION OF PLACEMENT: Baseball backstop poles
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 145 7 11/29/00 78700 2780 3000/28 days
CMW 146 28 12/20/00 113700 4020
CMW 147 28 12/20/00 114200 4040
CMW 148 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: Bob Shea
FUGRO SOUTH INC.
Reviewed By: f !
SMH/nl
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) 4~-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: December 21,2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: November 21, 2000
CONTRACTOR: The Cortez Group for K.A. Sparks
TICKET NO.: 7095336 CONCRETE SUPPLIER: LMC
AMBIENT TEMP. (°F): 55 PLANT/TRUCK: 7 / 958
CONCRETE TEMP. (°F) (ASTM C-1064)' 60 MIX ID NUMBER: 38
TIME BATCHED: 11:02 AIR (%) (ASTM C-231):
TIME SAMPLED: 11:49 WATER ADDED (gal):
WEATHER CONDITION: Fair/Cool SLUMP (in.) (ASTM C-'143): 4.0
LOCATION OF PLACEMENT: Twelve belled piers for 2 competition baseball field dugouts
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 141 7 11-28-00 88900 3140 3000/28 days
CMW 142 28 12-19-00 111000 3930
CMW 143 28 12-19-00 113500 4010
CMW 144 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: Skip Martin
FUGRO SOUTH INC.
Reviewed By: ""-
SMH/nl
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 Vircjo 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: December 21,2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: November 20, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7095274 CONCRETE SUPPLIER: LMC
AMBIENT TEMP. (°F): 54 PLANT/TRUCK: 7/958
CONCRETE TEMP. (°F) (ASTM C-1064): 60 MIX ID NUMBER: 38
TIME BATCHED: 12:08 pm AIR (%) (ASTM C-231):
TIME SAMPLED: 12:35 pm WATER ADDED (gal): 10
WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 1/4
LOCATION OF PLACEMENT: Sidewalk 4 feet north, 1 foot west of northwest corner of bleachers pad
for south ball field
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 137 7 11/27/00 69200 2450 3000/28 days
CMW 138 28 12/18/00 103000 3640
CMW 139 28 12/18/00 105700 3740
CMW 140 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: Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: ,""- / _.
SMH/nl
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; Da!las. 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: December 21,2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: November 20, 2000
CONTRACTOR: Cortez Group
TICKET NO..' 7095271 CONCRETE SUPPLIER: LMC
AMBIENT TEMP. (°F): 51 PLANT/TRUCK: 7/959
CONCRETE TEMP. (°F) (ASTM C-1064): 57 MIX ID NUMBER: 38
TIME BATCHED: 11:21 am AIR (%) (ASTM C-231) .'
TIME SAMPLED: 12:05 pm WATER ADDED (gal): 0
WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 4.50
LOCATION OF PLACEMENT: Slab for bleachers at south ball field, 5 feet south, 4 feet west of
northeast 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 133 7 11/27/00 83800 2960 3000/28 days
CMW 134 28 12/18/00 107500 3800
CMW 135 28 12/18/00 110300 3900
CMW 136 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: Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: ~ J
SMH/nl
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