Deer Run-LR000124FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
DATE PERFORMED: January 20, 2000
Density Test Method: ASTM D -2922 3017
MOISTURE /DENSITY RELATIONS
Number Description
1 Olive gray very silty shaley clay
0-
to"
O
8
Material
SMHibg
Distribution: Ryland Homes Philip Flink
City of Coppell Garth Campbell
J.F Clack Jimmy Clack
FIELD DENSITY REPORT
TEST RESULTS
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician FUGRO SOUTH INC.
Reviewed By:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: January 24, 2000
PROJECT NO.: 0791 -2308
Method of Compaction: ASTM D -698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture
104.3 18.3
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
1 48 inch RCP Line "A station 7 +00, 6 feet 103.6 18.9 99.3
below grade
1 48 inch RCP Line "A station 6 +75, 4 feet 103.2 20.4 98.9
below grade
1 48 inch RCP Line "A station 6 +60, 2 feet 104.2 22.1 99.9
below grade
1 8 inch sanitary sewer, Line "S-1", station 102.2 20.1 98.0
5 +00, 11 feet below grade
1 8 inch sanitary sewer, Line "S -1 station 101.9 21.5 97.7
4 +80, 9 feet below grade
1 8 inch sanitary sewer, Line "S -1 station 102.8 18.6 98.6
4 +75, 7 feet below grade
1 8 inch sanitary sewer, Line "S -1 station 101.7 21.1 97.5
4 +50, 5 feet below grade
1 8 inch sanitary sewer, Line "S-1", station 102.0 22.3 97.8
4 +30, 3 feet below grade
1 8 inch sanitary sewer, Line "S -1 station 102.8 19.6 98.6
4 +25, 1 foot below grade
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