SC-Coppell MSW-LR001030FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4~4-8301; Fax (972) 620-?328
/
FIELD DENSITY REPORT
CLIENT: Coppell lSD, cio K A Sparks REPORT DATE: October 30, 2000
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227
DATE PERFORMED: October 20, 2000 I
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 (%)
2 Yellow brown silty clay with calcareous nodules 93.8 23.9
mix with gray silty clay
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
17 2 Island parking at northwest corner, final 93.3 24.4 99.4
18 2 Sidewalk parking, 80 feet north of 89.1 23.7 95.0
concession, final
19 2 Sidewalk on east side of concession and 93.4 23.3 99.6
restrooms, 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
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
/
MOISTUREIDENSlTY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD, c/o K A Sparks REPORT DATE: October 30, 2000
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0700-2227
SAMPLE DATE: October 20, 2000 I
METHOD OF TEST: ASTM D-698(A)
SAMPLE IDENTIFICATION:
Sample Description: Medium brown silty clay with gravel and organics
Sample Origin: Stock-Pile
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 104.4
Optimum Moisture Content (%): 19.8
ATTERBERG LIMITS:
Liquid Limit: 44
Plastic Limit: 19
Plasticity Index: 25
Thomas Cranford
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 Davis
Coppell lSD - Mickey Harper
SHW Coup - Mike Elmore
SHW Coup - Joe Craddock
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (9'72) 484-8301; Fax ((372) 620-?328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: October 30, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project NO.: 0700-2227
SAMPLE DATE: October 20, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7094454 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 63 PLANT/TRUCK: 7/1093
CONCRETE TEMP. (°F) (ASTM C.t064).' 78 MIX ID NUMBER: 38
TIME BATCHED: 8:26 a.m. AIR (%) (ASTM C-23t): 4.3
TIME SAMPLED: 9'.15 a.m. WATER ADDED (gal):
WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-143): 5.0
LOCATION OF PLACEMENT: Sidewalk at the 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 125 7 10-27-00 90700 3210 3000/28 days
CMW 126 28 11-17-00 114500 4050
CMW 127 28 11-17-00 117000 4140
CMW 128 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: f~/
SMH/nl
Distribution: K A Sparks Contractors Inc, - Jim Schooler
K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 )
City of Coppeil - Lee Stone
City of Coppell - Larry Davis
Coppeil 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 30. 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
I SAMPLE DATE: October 20, 2000 I
CONTRACTOR: Cortez Group
TICKET NO.: 7094454 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 63 PLANT/TRUCK: 7/1093
CONCRETE TEMP. (°F) (ASTM C-1064): 78 MIX ID NUMBER: 38
TIME BATCHED: 8:26 a.m. AIR (%) (ASTM C-231): 4.3
TIME SAMPLED: 9:15 a.m. WATER ADDED (gal): -
WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-143): 5.0
LOCATION OF PLACEMENT: Sidewalk at the 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 125 7 10-27-00 90700 3210 3000/28 days
CMW 126 28 11-17-00
CMW 127 28 11-17-00
CMW 128 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: f J
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 DavisJ
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 ^ Sparks Report Date: October 30, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project NO.: 0700-2227
SAMPLE DATE: September 29, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093314 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 65 PLANT/TRUCK: 7/1040
CONCRETE TEMP. (°F) (ASTM C-1064): 72 MIX ID NUMBER: -
TIME BATCHED: 5:42 AIR (%) (ASTM C-231): 4.7
TIME SAMPLED: 6:30 WATER ADDED (gal): 0
WEATHER CONDITION: clear SLUMP (in.) (ASTM C-'143): 6
LOCATION OF PLACEMENT: North/South walkway between the baseball & hardball field 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 45 7 10-6-00 106400 3760 3500/28 days
CMW 46 28 10-27-00 139000 4920
CMW 47 28 10-27-00 136500 4830
CMW 48 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; 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 30, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 28, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093259 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 78 PLANT/TRUCK: 7/955
CONCRETE TEMP. (°F) (ASTM C-10S4): 80 MIX ID NUMBER: -
TIME BATCHED: 8:25 AIR (%) (ASTM C-23t): -
TIME SAMPLED: 9:10 WATER ADDED (gal): 0
WEATHER CONDITION: clear SLUMP (in.) (ASTM C-~43): 6 1/2
LOCATION OF PLACEMENT: South End of North fire laine at enter section
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 41 7 10-5-00 71600 2530 3000/28 days
CMW 42 28 10-26-00 87100 3080
CMW 43 28 10-26-00 85400 3020
CMW 44 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 ^ 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
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 30, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 28, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093253 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 68 PLANT/TRUCK: 7/1045
CONCRETE TEMP. (°F) (ASTM C-1064): 72 MIX ID NUMBER:
TIME BATCHED: 7:58 AIR (%) (ASTM C-231): 4.5
TIME SAMPLED: 8:30 WATER ADDED (gal):
WEATHER CONDITION: clear SLUMP (in.) (ASTM C-143): 6 1/2
LOCATION OF PLACEMENT: North end of North fire lane
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 37 7 10-5-00 81700 2890 /28 days
CMW 38 28 10-26-00 103000 3640
CMW 39 28 10-26-00 102300 3620
CMW 40 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:~- ' j --
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
8HW Goup - Mike Elmore
SHW Goup - Joe Craddock
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (97'2) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: October 30, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: September 28, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7093231 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 58 PLANT/TRUCK: 7/1045
CONCRETE TEMP. (°F) (ASTM C-1064): 66 MIX ID NUMBER:
TIME BATCHED: 5:51 AIR (%) (ASTM C-231): 4.3
TIME SAMPLED: 6:48 WATER ADDED (gal):
WEATHER CONDITION: clear SLUMP (in.) (ASTM C-143): 6.25
LOCATION OF PLACEMENT: Corner of north and south firelane
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 33 7 10-5-00 71600 2530 3000/28 days
CMW 34 28 10-26-00 92500 3270
CMW 35 28 10-26-00 95100 3360
CMW 36 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 8tone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock