Austin Place-LR 961003cRo
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
CLIENT: Standard Pacific of Texas REPORT DATE: October 3, 1996
PROJECT: Austin Place, Coppell, Texas PROJECT NO.: 0761-2062
DATE PERFORMED: Se tember 30, 1996
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Reddish brown sandy clay
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE
NO. NO. WEIGHT CONTENT PERCENT
19 1 30-inch storm sewer, Austin Court, station 106.8 18.1
65+50, 1st lift
20 1 30-inch storm sewer, Homewood Drive, 103.0 18.3
station 8+50, 1st lift
21 1 Retest of #15, dated 9/25/96 97.0 16.7
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (°~)
115.8 14.0
Remarks: *' Does not meet project specification for percent maximum dry density.
PERCENT OF
MAXIMUM DENSITY
92.2**
88.9*"
84.8**
Bob Shea
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
SMH/br
Distribution: Standard Pacific of Texas -Randy Lockhart
City of Coppell - Garreth Campbell r
C W Young
Checked by: