Deer Run-LR000126FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
DATE PERFORMED: January 25, 2000
Density Test Method:
Number Description
1 Olive gray very silty shaley clay
TEST PROCTOR LOCATION
NO. NO.
85 1 39 inch RCP, Line "A station 9 +00, 5 feet
below grade
1 39 inch RCP, Line "A station 9 +25, 3 feet
below grade
1 39 inch RCP, Line "A station 9 +50, 1 foot
below grade
1 30 inch RCP, Line "A station 12 +00, 1
foot below grade
1 24 inch RCP, Line "A station 13 +50, 1
foot below grade
1 21 inch RCP, Lot Al, station 1+00, 2 feet
below grade
3. 1 21 inch RCP, Lot A1, station 2 +00, 1 foot
below grade
1 21 inch RCP, Line B, station 2 +00, 2 feet
below grade
1 21 inch RCP, Line B, station 1+00, 1 foot
below grade
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FIELD DENSITY REPORT
REPORT DATE: January 26, 2000
PROJECT NO.: 0791 -2308
ASTM D -2922 3017
MOISTURE /DENSITY RELATIONS
Material
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician FUGRO SOUTH INC.
SMH /bg
Distribution: Ryland Homes Philip Flink
City of Coppell Garth Campbell
J. F. Clack Jimmy Clack
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
Method of Compaction: ASTM D -698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture
104.3 18.3
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
103.2 18.5 98.9
99.7 21.4 95.6
101.4 22.5 97.2
101.5 19.7 97.3
102.2 22.0 98.0
101.0 19.5 96.8
100.8 20.7 96.6
102.9 22.3 98.7
100.9 20.5 96.7
Reviewed By: