SC-Coppell MSW-LR001026FUGRO 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 26, 2000
PROJECT: ' Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
- SAMPLE DATE: September 26, 2000 I
CONTRACTOR: Cortez Group
TICKET NO.: 7093089 CONCRETE SUPPLIER: Latttimore
AMBIENT TEMP. (°F): 45 PLANT/TRUCK: 7 / 1042
CONCRETE TEMP. (°F) (ASTM C-1064): 68 MIX ID NUMBER: -
TIME BATCHED: 6:40 AIR (%) (ASTM C-231): 4.2
TIME SAMPLED: 7:05 WATER ADDED (gal): 5.0
WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.25
LOCATION OF PLACEMENT: Firelane, north side, station 0+73
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 29 7 10-03-00 70000 2480 3000/28 days
CMW 30 28 10-24-00 90500 3200
CMW 31 28 10-24-00 88800 3140
CMW 32 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/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: October 26, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 26, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093081 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 41 PLANT/TRUCK: 7 / 1042
CONCRETE TEMP. (°F) (ASTM C-10S4): 62 MIX ID NUMBER: -
TIME BATCHED: 5:38 AIR (%) (ASTM C-231): 4.5
TIME SAMPLED: 6:05 WATER ADDED (gal): 10
WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-'143): 5.0
LOCATION OF PLACEMENT: Firelane, south side, station 1+41
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 25 7 10-03-00 80100 2830 3000/28 days
CMW 26 28 10-24-00 93700 3310
CMW 27 28 10-24-00 94300 3340
CMW 28 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof [~] [~ ~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: r /
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) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: October 26, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 12, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7094057 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 68 PLANT/TRUCK: 7~753
CONCRETE TEMP. (°F) (ASTM C-10S4): 72 MIX ID NUMBER: 39
TIME BATCHED: 9:56 AIR (%) (ASTM C-231): 4.5
TIME SAMPLED: 10:35 WATER ADDED (gal): 0
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143) .' 5
LOCATION OF PLACEMENT: East parking lot southwest 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 117 7 10/19/00 80200 3840 3000/28 days
CMW 118 28 11/09/00
CMW 119 28 11/09/00
CMW 120 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 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/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) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: October 26, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 12, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 3114465 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 61 PLANT/TRUCK: 3/964
CONCRETE TEMP. (°F) (ASTM C-1064): 68 MIX ID NUMBER: 39
TIME BATCHED: 7:36 AIR (%) (ASTM C-231): 4.4
TIME SAMPLED: 7:50 WATER ADDED (gal): 20
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5 1/4
LOCATION OF PLACEMENT: East parking lot southwest 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 113 7 10/19/00 89900 3180 3000~28 days
CMW 114 28 11/09/00
CMW 115 28 11/09/00
CMW 116 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: r / _
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) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: OCtober 26, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 12, 2000 I
CONTRACTOR: Cortez Group
TICKET NO.: 7094016 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 60 PLANT/TRUCK: 7/1093
CONCRETE TEMP. (°F) (ASTM C.1064): 67 MIX ID NUMBER: 39
TIME BATCHED: 6:00 AIR (%) (ASTM C-231): 4.6
TIME SAMPLED: 6:45 WATER ADDED (gal): 20
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143) .' 5
LOCATION OF PLACEMENT: East parking area, south 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 109 7 10/19/00 97100 3430 3000/28 days
CMW 110 28 11/09/00
CMW 111 28 11/09/00
CMW 112 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/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.
28~0 Vlrgo 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 26, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: Sepember 25, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093070 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 62 PLANT/TRUCK: 7/755
CONCRETE TEMP. (°F) (ASTM C.1064): 71 MIX ID NUMBER:
TIME BATCHED: 11:10 AIR (%) (ASTB C-231): 4
TIME SAMPLED: 11:48 WATER ADDED (gal): 0
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTB C-143): 5
LOCATION OF PLACEMENT: North end of parking 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 21 7 10/02/00 78200 2770 3000/28 days
CMW 22 28 10/23/00 99000 3500
CMW 23 28 10/23/00 101300 3580
CMW 24 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r~ [-~ ~1 [~
Curing: Methods: ASTM C-39 Fracture: AV~J [/",J [/I LJB c D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
,/
Reviewed By:
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