Vistas of C P2-LR 971020FUGRO- McCLELLAND (SOUTHWES INC.
■
can
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes REPORT DATE: October 20, 1997
PROJECT: Vistas of Coppell, Phase 1B &2C Coppell, Texas PROJECT NO.: 0771 -2221
DATE PERFORMED: September G, 1997
MOISTUREIDENSITY RELATIONS
Material
Number Description
1 Medium brown silty clay with organics
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( %)
102.4 20.5
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
1
1
8 inch sanitary sewer, Line S -3, station
97.7
21.6
95.4
8 +00, 7 feet below grade
2
1
8 inch sanitary sewer, Line S -3, station
96.8
23.3
95.0
8 +50, 3 feet below grade
3
1
8 inch sanitary sewer, Line S -3, station
99.2
23.7
96.7
8 +60, 1 foot below grade
4
1
8 inch sanitary sewer, Line S -3, station
99.6
22.5
97.3
7 +25, 7 feet below grade
5
1
8 inch sanitary sewer, Line S -2, station
100.0
23.1
97.7
7 +30, 5 feet below grade
6
1
8 inch sanitary sewer, Line S -2, station
101.6
21.7
99.2
7 +35, 2 feet below grade
7
1
8 inch sanitary sewer, Line S -5, station
101.4
21.2
99.0
3 +00, 6 feet below grade
8
1
8 inch sanitary sewer, Line S -5, station
98.0
23.5
95.7
3 +10, 3 feet below grade
9
1
8 inch sanitary sewer, Line S -5, station
99.5
23.9
97.2
3 +15, 1 foot below grade
Remarks:
All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro - McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by
SMH /mv
Distribution: Centex Homes - Derek Earle
City of Coppell - Garreth Campbell,
C. W. Young - Kenny Hafner