Vistas of C P2-LR 971117FUGRO- MCCLELLAND (SOUTHWES INC.
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2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes
REPORT DATE:
November 17, 1997
PROJECT:
Vistas of Coppell, Phase 1B &2C Coppell, Texas
PROJECT NO.: 0771 -2221
Page 1
DATE PERFORMED: November 11 1997
MOISTURE /DENSITY RELATIONS
Material
Proctor Results
Number
Description
Maximum Dry Density (pci)
Optimum Moisture ( %)
1
Medium brown silty clay with organics
102.4
20.5
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
41
1
8 inch sanitary sewer, Line S -9, station
98.1
23.1
95.8
4 +53, 8 feet below grade
42
1
8 inch sanitary sewer, Line S -9, station
99.2
23.6
96.9
4 +60, 6 feet below grade
43
1
8 inch sanitary sewer, Line S -9, station
100.8
22.0
98.4
4 +65, 4 feet below grade
44
1
8 inch sanitary sewer, Line S -9, station
98.9
21.9
96.6
4 +70, 2 feet below grade
46
1
8 inch sanitary sewer, Line S -9, station
98.6
21.7
96.3
7 +50, 7 feet below grade
46
1
8 inch sanitary sewer, Line S -9, station
99.8
23.0
97.5
7 +55, 5 feet below grade
47
1
8 inch sanitary sewer, Line S -9, station
98.4
23.7
96.1
7 +60, 3 feet below grade
48
1
8 inch sanitary sewer, Line S -9, station
97.3
23.2
95.0
7 +65, 1 foot below grade
49
1
8 inch sanitary sewer, Line S -8, station
97.9
22.4
95.6
0 +71, 6 feet below grade
50
1
8 inch sanitary sewer, Line S -8, station
100.6
23.5
98.2
1 +00, 4 feet below grade
51
1
8 inch sanitary sewer, Line S -8, station
99.2
21.9
96.9
1 +05, 2 feet below grade
52
1
6 inch sanitary sewer, Line S -9, Lot 9, 4
98.0
22.8
95.7
feet below grade
53
1
6 inch sanitary sewer, Line S -9, Lot 19, 2
98.2
23.6
95.9
feet below grade
54
1
6 inch sanitary sewer, Line S -9, Lot 23, 5
97.9
23.3
95.6
feet below grade