Vistas of C P3-LR 990130FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes
REPORT DATE: January 30, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas
PROJECT NO.: 0781 -2276
DATE PERFORMED: January 26, 1999
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
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
155
1 8 inch water line, Spring Hill Drive, Block 104.9
19.0
98.4
B, Lot 11, 2 feet below grade
156
1 8 inch water line, Spring Hill Drive, Block 104.2
18.0
97.7
B, Lot 8, 1 foot below grade
157
1 8 inch water line, Spring Hill Drive, Block 103.9
20.6
97.5
B, Lot 5, 2 feet below grade
158
1 8 inch water line, Spring Hill Drive, Block 103.4
18.7
97.0
B, Lot 2, 1 foot below grade
159
1 8 inch water line, Spring Hill Drive, Block 102.3
21.6
96.0
D, Lot 1, 1 foot below grade
160
1 1 inch water sewer, Block C, Lot 1, 1 foot 102.9
19.9
96.5
below grade
161
1 1 inch water sewer, Block C, Lot 4, 1 foot 103.4
18.4
97.0
below grade
162
1 1 inch water sewer, Block C, Lot 5, 1 foot 103.5
20.4
97.1
below grade
163
1 1 inch water sewer, Block C, Lot 6, 1 foot 101.4
21.5
95.1
below grade
Remarks:
All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH INC.
Checked by:
SMH /mv
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis -
Legends Construction