SC-Coppell MSN-LR 970825M
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: August 25, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: August 19, 1997
MOISTUREIDENS1TY RELATIONS
Material
Number Description
1 Dark gray and brown silty clay with organics
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( %)
107.6 17.7
Remarks: All densities meet project specifications unless otherwise noted.
Scott Rogers
Fugro - McClelland Technician
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
MOISTURE
CONTENT PERCENT
17.8
19.1
97.6
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore
PERCENT OF
MAXIMUM DENSITY
100.0
TEST RESULTS
TEST
PROCTOR
LOCATION UNIT DRY
NO.
NO.
WEIGHT
160
1
150 feet east from Denton Tap on 107.6
Natches Trace Drive, 1st lift
161
1
100 feet east from Denton Tap on 105.0
Natches Trace Drive, 1st lift
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( %)
107.6 17.7
Remarks: All densities meet project specifications unless otherwise noted.
Scott Rogers
Fugro - McClelland Technician
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
MOISTURE
CONTENT PERCENT
17.8
19.1
97.6
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore
PERCENT OF
MAXIMUM DENSITY
100.0
a
of M
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell ISD REPORT DATE: August 25, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO: 0771 -2094
SAMPLE DATE: August 19, 1997
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTUREIDENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (lbs /cu ft)
Optimum Moisture Content ( %):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing ( -200) Sieve:
Scott Rogers
Fugro- McClelland Technician
ASTM D -698A
Dark brown and grey silty clay with organics (lime
treated)
Corner of Proposed Road and Natches Road
Moist
Mechanical
99.1
18.0
n/a
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked b
SMH /mv
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: August 25, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: August 20, 1997
MOISTURE /DENSITY RELATIONS
Material
Number Description
1 Dark gray and brown silty clay with organics
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
162 1 150 feet east of Denton Tap on Natches 102.3
Trace, 2nd lift
163 1 50 feet east of Denton Tap Natches 103.3
Trace, 2nd lift
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( %)
107.6 17.7
Remarks: All densities meet project specifications unless otherwise noted.
Scott Rogers
Fugro - McClelland Technician
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
MOISTURE
CONTENT PERCENT
18.3
18.3
ME
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore
PERCENT OF
MAXIMUM DENSITY
95.1