SC-Coppell MSW-LR001012FUGRO 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 12, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 5, 2000 I
CONTRACTOR: Cortez Group
TICKET NO.: 7093671 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 90 PLANT/TRUCK: 7/1092
CONCRETE TEMP. (°F) (ASTM C-'1064): 91 MIX ID NUMBER:
TIME BATCHED: 12:23 AIR (%) (ASTra C-231): 4.3
TIME SAMPLED: 1:15 WATER ADDED (gal): 15
WEATHER CONDITION: Partly Cloudy SLUMP (in.) (ASTra C-145): 6.0
LOCATION OF PLACEMENT: Paving at fire lane, 150 feet north of 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 77 7 10-12-00 89400 3160 3000/28 days
CMW 78 28 11-02-00
CMW 79 28 11-02-00
CMW 80 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof ~ ~ ~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: ~/~
SMH/bg
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.
2/}80 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 12, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 5, 2000 I
CONTRACTOR: Cortez Group
TICKET NO.: CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 85 PLANT/TRUCK: 7/959
CONCRETE TEMP. (°F) (ASTM C-1064): 87 MIX ID NUMBER: -
TIME BATCHED: 10:06 AIR (%) (ASTM C-231): 4.5
TIME SAMPLED: 11:00 WATER ADDED (gal): -
WEATHER CONDITION: Partly Cloudy SLUMP (in.) (ASTM C-143): 5.25
LOCATION OF PLACEMENT: Paving at east parking lot; center of the southeast 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 73 7 10-12-00 91200 3230 3000/28 days
CMW 74 28 11-02-00
CMW 75 28 11-02-00
CMW 76 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ [~ D
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
ReviewedBy:~ ~"'~
SMH/br
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, cio K A Sparks Report Date: October 12, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 5, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093545 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 78 PLANT/TRUCK: 7/958
CONCRETE TEMP. (°F) (ASTM C-1064): 81 MIX ID NUMBER:
TIME BATCHED: 8:22 AIR (%) (ASTM C-231): 4.7
TIME SAMPLED: 9:05 WATER ADDED (gal):
WEATHER CONDITION: Partly Cloudy SLUMP (in.) (ASTM C-143) -' 5.75
LOCATION OF PLACEMENT: Paving at east parking lot at 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 69 7 10-12-00 75900 2680 3000/28 days
CMW 70 28 11-02-00
CMW 71 28 11-02-00
CMW 72 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.
ReviewedBy: ~11~ ~['~
SMH/bg
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 V~rgo Lane; Dallas, Texas 75229
Ph (972) 4~4-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: October 12, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 5, 2000 I
CONTRACTOR: Cortez Group
TICKET NO.: 3113954 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 77 PLANT/TRUCK: 3/761
CONCRETE TEMP. (°F) (ASTM C-1064): 80 MIX ID NUMBER:
TIME BATCHED: 7:02 AIR (%) (ASTM C-231): 4.2
TIME SAMPLED: 8:10 WATER ADDED (gal): 5.0
WEATHER CONDITION: Partly Cloudy SLUMP (in.) (ASTM C-143) .' 5.25
LOCATION OF PLACEMENT: Paving at east parking lot, north end at center
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 65 7 10-12-00 78300 2770 3000/28 days
CMW 66 28 11-02-00
CMW 67 28 11-02-00
CMW 68 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: Jerry Smith
FUGRO SOUTH INC.
ReviewedBy: ~/~ ~C ~
SMH/bg
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 12, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 5, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093617 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 75 PLANT/TRUCK: 7/615
CONCRETE TEMP. (°F) (ASTM C-1064): 80 MIX ID NUMBER:
TIME BATCHED: 5:48 AIR (%) (ASTM C-231): 4.5
TIME SAMPLED: 6:15 WATER ADDED (gal): 5.0
WEATHER CONDITION: Partly Cloudy SLUMP (in.) (ASTM C-143): 5.0
LOCATION OF PLACEMENT: Paving on east parking lot at 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 61 7 10-12-00 65900 2330 3000/28 days
CMW 62 28 11-02-00
CMW 63 28 11-02-00
CMW 64 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: Jerry Smith
FUGRO SOUTH INC.
ReviewedBy: ~ ~ ~~'
SMH/bg
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) 4~4-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: October 12, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No,: 0700-2227
SAMPLE DATE: October 4, 2000 I
CONTRACTOR: K.A. Sparks
TICKET NO.: 7093553 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 87.7 PLANT/TRUCK: 7/1092
CONCRETE TEMP. (°F) (ASTM C.1064): 86.5 MIX ID NUMBER: 16
TIME BATCHED: 10:17 a.m. AIR (%) (ASTM C-231): -
TIME SAMPLED: 11:00 a.m. WATER ADDED (gal): -
WEATHER CONDITION: Clear/Windy SLUMP (in.) (ASTM C-'143) .' 7.0
LOCATION OF PLACEMENT: Concession Piers - A/3, A/4, A/5, ^.7/6 and Restrooms: B-4, B-5, B.4-
6, C-4 and C-5
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 57 7 10-11-00 79700 2820 3000~28 days
CMW 58 28 11-01-00
CMW 59 28 11-01-00
CMW 60 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: Phillip Forrest
FUGRO SOUTH INC.
Reviewed By: ~//' ~ C_'~,~_,
SMH/bg
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