Austin Place-LR 961010FUGRO-McCLELLAND (SOUTHWEST), INC.
FIELD DENSITY REPORT
CLIENT: Standard Pacific of Texas
PROJECT: Austin Place, Coppell, Texas
iG R iD
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
REPORT DATE: October 10,1996
PROJECT NO.: 0761-2062
DATE PERFORMED: October 3, 199
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Reddish brown clayey sand with some shaley
clay
Proctor Results
Maximum Dry Density (pct Optimum Moisture (°~)
113.8 14.8
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
22 1 Storm sewer, station 5+00, final 107.1 22.2* 94.1 **
23 1 Stone sewer, station 8+50, final 102.0 16.0 89.6**
24 1 Water line service, Block B, lot 18, final 101.2 16.7 88.9**
Remarks: * Does not meet project specifications for percent moisture content.
** Does not meet project specification for percent maximum dry density.
Todd Neely
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
SMH/br
Distribution: Standard Pacific of Texas -Randy Lockhart
City of Coppell - Garreth Campbell
C W Young
Checked bv:
GRO
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Standard Pacific of Texas
PROJECT: Austin Place, Coppell, Texas
REPORT DATE: October 10, 1996
PROJECT NO: o7s1-2os2
SAMPLE DATE: October 3, 1996 •
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTUREIDENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing (-200) Sieve:
Todd Neely
Fugro-McClelland Technician
ASTM D-698A
Reddish brown sandy clay with some shaley clay
On site
Moist
Mechanical
113.8
14.8
31
12
19
n/a
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked `
SMH/br
Distribution: Standard Pacific of Texas -Randy Lockhart
City of Coppell - Garreth Campbell