Denton Tap L2R BA-LR010427FUGRO SOUTH, INC. '
2880 Virgo Lane: Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 820-7328
FIELD DENSITY REPORT
CLIENT: Preston Engineering Report Date: April 27, 2001
PROJECT: Everybody Fits, Coppell, Texas Project No.: 0701-2035
DATE PERFORMED: April 23, 2001
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 (%)
1 Light brown sandy clay (lime treated) 96.9 20.9
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
3 1 Building subgrade. 20 feet from south 91.9 32.6* 95.0
edge. 30 feet from east edge. final
4 1 Building subgrade, 15 feet from north 92.0 25.0 95.0
edge, 45 feet from west edge. final
5 I Building subcjrade, 35 feet from south 91.9 24.9 95.0
edge, 15 feet from west edge, final
Remarks: 'Does not meet project specifications for percent moisture content.
Julio Perez
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ~
SMHibg
Distribution: Preston Engineering - Timothy D. rvlcMahon, P.E.
City of Coppell - Lee Stone ,