Vistas of C P3-LR 990128FUGRO SOUTH, INC.
2 Z
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes
REPORT DATE: January 28,1999
PROJECT Vistas of Coppell 3, Coppell, Texas
PROJECT NO.: 0781 -2276
DATE PERFORMED: January 25,
999
Density Test Method: ASTM 0-2922 & 3017
Method of Compaction:
ASTM D498
MOISTURE/DENSITY
RELATIONS
Material
Proctor Results
Number
Description
Maximum Dry Density (pcf) Optimum Moisture (• /.)
1
Medium brown silty sandy clay with some gravel
106.6
18.3
TEST RESULTS
TEST
PROCTOR LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
147
1 8 inch Water line, Lynsie Drive, Block D,
105.3
18.1
98.8
lot 17, 2 feet below grade
148
1 8 inch Water line, Lynsie Drive, Block D,
105.6
19.7
99.1
lot 14, 1 foot below grade
149
1 8 inch Water line, Lynsie Drive, Block 10,
104.1
17.7
98.3
2 feet below grade
150
1 8 inch Water line, Lynsie Drive, Block 6, 1
102.7
19.6
96.3
foot below grade
151
1 8 inch Water line, Lynsie Drive, Block 3, 2
101.6
21.3
95.3
feet below grade
152
1 8 inch Water line, Park Highlands Drive,
103.6
18.1
97.2
Block C, lot 8, 1 foot below grade
153
1 8 inch Water line, Park Highlands Drive,
103.9
19.2
97.5
Block C, lot 5, 2 feet below grade
154
1 8 inch Water line, Park Highlands Drive,
100.9
21.3
95.0
Block C, lot 1, 1 foot below grade
Remarks:
Al densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH INC.
Checked by: ---
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SMH/em
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
Legends Construction