SC-Coppell MSW-LR001106 ---I~
FUGRO SOUTH, INC.
2880 Virgo Lane; r~. ~,,. Texas 75229
Ph (972) 484-8301; =a'. '~72) 62C~7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, cio K A Sparks REPORT DATE: November 6, 2000
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227
DATE PERFORMED: October 26, 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 Moi.sture (%)
1 Medium brown silty clay with gravel and organics 104.4 19.8
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
20 1 Sidewalk Area between softball field and 102.1 20.1 97 8
concessions, final
21 1 Sidewalk Area between softball field and 100.6 19.8 96.4
concessions, final
Remarks: All densities meet project specifications unless otherwise noted.
Gary Burcham
Fugro South Technician 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 Davisf
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, cio K A Sparks Report Date: November 6, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 6, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093693 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 61 PLANT/TRUCK: 7/1040
CONCRETE TEMP. (°F) (ASTM C-'1064): 73 MIX ID NUMBER:
TIME BATCHED: 5:37 AIR (%) (ASTM C-23'1): 4.8
TIME SAMPLED: 6:05 WATER ADDED (gal): 10
WEATHER CONDITION: Light Rain SLUMP (in.) (ASTM C-143): 5.75
LOCATION OF PLACEMENT: East parking lot north west comer
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 81 7 10-13-00 93200 3300 3000/28 days
CMW 82 28 11-3-00 115700 4090
CMW 83 28 11-3-00 117200 4150
CMW 84 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: Thomas 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: November 6, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 5, 2000
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 (%) (ASTM C-231): 4.3
TIME SAMPLED: 1:15 WATER ADDED (gal): 15
WEATHER CONDITION: Partly Cloudy SLUMP (in.) (ASTM C-143); 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 111800 4200
CMW 79 28 11-02-00 109400 3870
CMW 80 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. '
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 6, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: October 5, 2000
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 112700 3990
CMW 75 28 11-02-00 114300 4040
CMW 76 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~] [~ [~1 D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: ~- ~' ~
SMHIrm
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 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: November 6, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
I SAMPLE DATE: October 5, 2000 I
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 90100 3190
CMW 71 28 11-02-00 88400 3130
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.
Reviewed By: c ~'
SMH/rm
Distribution: K A Sparks Contractors Inc. - `jim $chooler
K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 )
City of Coppell - Lee Stone
City of Coppell o 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: November 6, 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 101200 3580
CMW 63 28 11-02-00 104500 3700
CMW 64 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 ^ 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