SC-Coppell MSW-LR001009FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: October 9, 2000
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227
DATE PERFORMED: October 3, 2000
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTUREIDENSlTY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Reclaimed asphalt with some clay 119.7 7.8
TEST RESULTS
TEST PROCTOR LOCATION UNIT WET MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSlT~
10 1 Event/Service Center Parking, 40 feet 118.4 7.6 98.9
south, 20 feet west, final
11 1 Event/Service Center Parking, 5 feet 117.2 9.0 97.9
north, 80 feet east, final
12 1 Event/Service Center Parking, 60 feet 114.9 7.6 96.0
south, 15 feet east, final
Remarks: All densities meet project specifications unless otherwise noted.
Thomas Cranford
Fugro South Technician FUGRO SOUTH INC.
Reviewed By:
SMH/bg
Distribution: K A Sparks Contractors Inc. - Jim Schooler
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 9, 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 (%) (ASTM C-231): 4
TIME SAMPLED: 11:48 WATER ADDED (gal): 0
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM 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 10/30/00
CMW 23 28 10/20/00
CMW 24 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.
Reviewed By: ¢ // -
SMH/rm
Distribution: K A Sparks Contractors Inc. - Jim Schooler
City of Coppell - Lee Stone
City of Coppell - Larry Davis -----
Coppell lSD - Mickey Harper
SHW Coup - Mike Elmore
SHW Coup - 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 9, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 25, 2000
CONTRACTOR: K. ^. 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-231): 5.5
TIME SAMPLED: 10:30 am WATER ADDED (gal): 0
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 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
CMW 19 28 10/23/00
CMW 20 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~ [~ [~1 E
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
Reviewed By: ~ ~/
SMH/rm
Distribution: K A Sparks Contractors Inc. - Jim Schooler
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Coup - Mike Elmore
SHW Coup - 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 9, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 25, 2000
CONTRACTOR: K. A Sparks
TICKET NO.: 7093044 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 54 PLANT/TRUCK: 7/958
CONCRETE TEMP. (°F) (ASTM C-'1064): 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
CMW 15 28 10/23/00
CMW 16 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: Jose Rivera
FUGRO SOUTH INC.
Reviewed By: ~/
SMH/rm
Distribution: K A Sparks Contractors Inc. - Jim Schooler
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Coup - Mike Elmore
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 9, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 25, 2000
CONTRACTOR: K.A. Sparks
TICKET NO.: 3113209 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 55 PLANTrrRUCK: 3/1096
CONCRETE TEMP. (°F) (ASTM C-10S4): 73 MIX ID NUMBER: 39
TIME BATCHED: 7:02 am AIR (%) (ASTM C-231): 6
TIME SAMPLED: 8:00 am WATER ADDED (gal): 20
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5
LOCATION OF PLACEMENT: Paving, for west parking lot 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 9 7 10/02/00 99900 3530 3500~28 days
CMW 10 28 10/23/00
CMW 11 28 10/23/00
CMW 12 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: Jose Rivera
FUGRO SOUTH INC.
Reviewed By: ,'"'- ./'
SMH/rm
Dis~'it~ution:' K A Sparks Contractors Inc. - Jim Schooler
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock
-'-I"~'~--"
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 9, 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.: 3113197 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 56 PLANT/TRUCK: 3/972
CONCRETE TEMP. (°F) (ASTM C-1064): 70 MIX ID NUMBER: 39
TIME BATCHED: 5:49 am AIR (%) (ASTM C-231): 5.0
TIME SAMPLED: 6:30 am WATER ADDED (gal): 10
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5.50
LOCATION OF PLACEMENT: Paving, for west parking lot area, sampled at 15 feet east, 15 feet
north of 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 5 7 10/02/00 97600 3450 3500/28 days
CMW 6 28 10/23/00
CMW 7 28 10/23/00
CMW 8 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: Jose Rivera
FUGRO SOUTH INC.
Reviewed By: ~" / ~
SMH/rm
Distribution:. K A Sparks Contractors Inc. - Jim Schooler
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 (97'2) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: October 9, 2000
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227
DATE PERFORMED: September 25, 2000
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Reclaimed asphalt with some clay 119.7 · 7.8
TEST RESULTS
TEST PROCTOR LOCATION UNIT WET MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
7 1 North Drive Lane between football field 114.7 10.6 95.8
and baseball field, 50 feet east, final
8 I North Drive Lane between football field 118.2 8.2 98.7
and baseball field, 100 feet east, final
9 I North Drive Lane beween football field 118.0 8.7 98.5
and baseball field, 200 feet east, final
Remarks: All densities meet project specifications unless otherwise noted.
Yancey Bivings
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: - ~c.~.~
SMH/bg
Distribution: K A Sparks Contractors Inc. - Jim Schooler
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock