SC-Coppell MSN-LR 970908FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Coppell ISD REPORT DATE: September 8, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO: 0771 -2094
DATE PERFORMED: August 27, 1997
Contractors on Site: K. A. Sparks Contractors Inc.
Remarks: Pulverization /Gradation tests were performed. Locations and results are listed below:
LIME STABILIZED SOIL PULVERIZATION TEST RESULTS
Percent Passing Percent Passing
Location 1 3/4" Sieve #4 Sieve
1 Bus Lane north of Elem at 10 feet west
100
71
of East Public Road
2 Bus Lane north of Elem at 300 feet
100
70
west of East Public Road
3 Bus Lane north of Elem at 600 feet
100
68
west of East Public Road
4 Bus Lane north of Elem at 900 feet
100
70
west of East Public Road
5 Natches Road, 500 feet east of Denton
100
70
Tap
6 Natches Road, 200 feet east of Denton
100
68
Tap
Project Requirements: Minimum 100% Minimum 60%
SPECIFICATIONS: SDHPT Item 260.4 (1972) #4 Sieve
SDHPT Item 260.4 (1982) 3/4" Sieve
Scott Rogers
Fugro - McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By
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.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: September 8 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO .: 0771 -2094
DATE PERFORMED: August 27, 1997
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Dark brown silty clay with organics (lime treated) 99.1 18.0
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
167
1
Paving subgrade, Natches Trace Drive,
96.7
20.8
97.6
station 16 +50, final
168
1
Paving subgrade, Natches Trace Drive,
97.8
18.0
98.7
station 13 +50, final
169
1
Paving subgrade, Natches Trace Drive,
96.3
18.3
97.1
station 10 +50, final
170
1
Paving subgrade, Natches Trace Drive,
95.2
20.7
96.1
station 8 +50. final
Remarks: All densities meet project specifications unless otherwise noted.
Michael Overstreet
Fug ro- 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
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore