SC-Coppell MSW-LR001110 ~TIJG:I;lO_
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 10, 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 126300 4470
CMW 115 28 11/09/00 124200 4390
CMW 116 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~1 D
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; L~-::: .'.?.S 75229
Ph (972)484-8301; ~';':,: ~? J) 62~-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppeil lSD, c/o K A Sparks Report Date: November 10, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 12, 2000
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 127300 4500
CMW 111 28 11/09/00 125100 4430
CMW 112 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: -.-- t~
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.
28150 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 10, 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 {%) (AS'rM C-231): 4.6
TIME SAMPLED: 1:50 WATER ADDED (gal):
WEATHER CONDITION: cloudy SLUMP (in.i (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 110100 3890
CMW 107 28 11-8-00 113000 4000
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 o Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock
FUGRO SOUTH, INC. '
2880 Virgo Lane; DalI~.-"- '~×as 75229
Ph (972) 484-8301; Fax ~:~;'z) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, cio K A Sparks Report Date: November 10, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 11, 2000 I
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 101400 3590
CMW 103 28 11-8-00 100200 3540
CMW 104 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: f ,(
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: "':-. :. ' .'-. --.'s 75229
Ph (972) 484-8301; : ~: :.-;'; - ~20-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: November 10, 2000
PROJECT: 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 111300 3940
CMW 99 28 11-8-00 109100 3860
CMW 100 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: 4,/
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: r:-~..!~.: '.'"~.'~as 75229
Ph (972) 484-8301, ":,. :---'..~ 520-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: November 10, 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.1064): 70 MIX ID NUMBER: 39
TIME BATCHED: 8:19 AIR (%) (ASTM C-23t): 4.3
TIME SAMPLED: 9:10 WATER ADDED (gal): 10
WEATHER CONDITION: cloudy SLUMP (in.) (ASTM C-143): 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 110300 3900
CMW 95 28 11-8-00 107500 3800
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 Bye-"-' ,~
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 EImore
SHW Goup - Joe Craddock
FUGRO SOUTH, INC.
2880 Virgo Lane; Dai!as, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, cio K A Sparks Report Date: November 10, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 11, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093902 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 58 PLANT/TRUCK: 7/758
CONCRETE TEMP. (°F) (ASTM C-1064): 69 MIX ID NUMBER: 36
TIME BATCHED: 7:04 AIR (%) (ASTM C-231): 4.5
TIME SAMPLED: 7:40 WATER ADDED (gal): 10
WEATHER CONDITION: cloudy SLUMP (in.) (ASTM C-143) .' 5+025
LOCATION OF PLACEMENT: East parking lot, 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 89 7 10-18-00 81300 2880 3000/28 days
CMW 90 28 11-8-00 106800 3780
CMW 91 28 11-8-00 108000 3820
CMW 92 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; D;~' -' "~.-,-;~s 75229
Ph (972) 484-8301; ;:~"-. ,,~-':.:; 520-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, cio K A Sparks Report Date: November 10, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 11, 2000 ............
CONTRACTOR: Cortez Group
TICKET NO.: 7093888 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 57 PLANT/TRUCK: 7/947
CONCRETE TEMP. (°F) (ASTM C-1064): 68 MIX ID NUMBER: 39
TIME BATCHED: 5:37 AIR (%) (ASTM C-231): 4.1
TIME SAMPLED: 6:10 WATER ADDED (gal):
WEATHER CONDITION: cloudy SLUMP (in.) (ASTM C-143): 5
LOCATION OF PLACEMENT: East parking lot, northwest 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 85 7 10-18-00 97100 3430 3000/28 days
CMW 86 28 11-8-00 126700 4480
CMW 87 28 11-8-00 123600 4370
CMW 88 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