SC-Coppell MSW-LR001120FUGRO 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: November 20, 2000
PROJECT: Coppell Middle School West, Coppeil, Texas Project NO.: 0700-2227
SAMPLE DATE: November 13, 2000 I
CONTRACTOR: Cortez Group
TICKET NO.: 7095124 CONCRETE SUPPLIER: LMC
AMBIENT TEMP. (°F): 61 PLANT/TRUCK: 7/938
CONCRETE TEMP. (°F) (AS?M C-1064): 76 MIX ID NUMBER: 38
TIME BATCHED: 1:20 pm AIR (%) (ASTM C-23t):
TIME SAMPLED: 2:00 pm WATER ADDED (gal): 0
WEATHER CONDITION: Sunny & windy SLUMP (in.) (ASTM C-143): 5.50
LOCATION OF PLACEMENT: Slab on concession & restroom facility, sampled from east side of
ticket area
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 129 7 11/20/00 84700 3000 3000/28 days
CMW 130 28 12/11/00
CMW 131 28 12/11/00
CMW 132 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: 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 Davisf
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: November 20, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 25, 2000
CONTRACTOR: K.A. Sparks
TICKET NO.: 7093055 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 55 PLANT/TRUCK: 7/755
CONCRETE TEMP. (°F) (ASTM C-1064): 75 MIX ID NUMBER: 39
TIME BATCHED: 9:20 am AIR (%) (ASTM C-23t): 5.5
TIME SAMPLED: 10:30 am WATER ADDED (gal): 0
WEATHER CONDITION: Partly cloudy SLUMP (in.) (AS?M C.t43): 5 3/4
LOCATION OF PLACEMENT: Paving, for west parking lot area, sampled at 75 feet south, 20 feet
east of northwest 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 17 7 10/02/00 68600 2430 3500/28 days
CMW 18 28 10/23/00 90700 3210*
CMW 19 28 10/23/00 92900 3290*
CMW 20 56 11/20/00 103000 3640
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof 1~ [~ [~
Cudng: Methods: ^STM C-39 Fracture: A B C D
REMARKS: *Does not meet required compressive strength at 28 days.
Technician: Jose Rivera
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
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-?328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: November 20, 2000
PROJECT: Coppell Middle School West, Coppell. Texas Project No.: 0700-2227
I SAMPLE DATE: September 25, 2000 I
CONTRACTOR: K. A Sparks
TICKET NO.: 7093044 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 54 PLANT/TRUCK: 7/958
CONCRETE TEMP. (°F) (AS?M C.10S4): 72 MIX ID NUMBER: 39
TIME BATCHED: 8:21 am AIR (%) (ASTM C-231): 5.5
TIME SAMPLED: 9:15 am WATER ADDED (gal): 0
~" WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 6
LOCATION OF PLACEMENT: Paving, for west parking lot area, sampled at 90 feet south, 15 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 13 7 10/02/00 69200 2450 3500/28 days
CMW 14 28 10/23/00 89900 3180'
CMW 15 28 10/23/00 91000 3220*
CMW 16 56 11/20/00 101200 3590
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: *Does not meet required compressive strength at 28 days.
Technician: Jose Rivera
FUGRO SOUTH INC.
Reviewed By' ,"- f
SMH/rm
Distribution: K ^ 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