Coppell Greens 1-LR 980708FUGRO SOUTH, INC.
FIELD DENSITY REPORT
~GRO
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2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT: Argus Development of Texas Inc, Go Eastern Dev. REPORT DATE: July 8, 1998
PROJE CT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
Page 1
DATE PERF€~RMED': June 25, 1'998
MOISTURElDENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Tan clay (lime treated) 87.4 30.2
2 Tan clay with gray sandy silty clay mix (lime 86.8 29.6
treated)
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CON TENT PERCENT MA XIMUM DENSITY
648 1 Fallkirk Drive, right centerline, station 86.6 30.3 99.1
23+00, final
649 1 Fallkirk Drive, left centerline, station 84.3 32.0 96.5
20+00, final
650 1 Fallkirk Drive, right centerline, station 84.1 33.4 96.2
17+00, final
651 1 Fallkirk Drive, centerline, station 14+00, 83.3 33.1 95.3
final
652 2 Fallkirk Drive, left centerline, station 86.5 29.1 99.7
11+00, final
653 2 Dalmalley, centerline, station 8+00, final 84.1 31.3 96.9
654 1 Kilmicheal Drive, right centerline, station 84.7 32.1 97.0
1+00, final
655 1 Kilmicheal Drive, left centerline, station 83.2 33.9 95.2
4+00, final
656 1 Kimicheal Drive, centerline, station 6+00, 83.8 34.0 95.9
final
657 1 Kilbridge Lane, centerline, station 16+00, 84.5 31.5 96.7
final
658 1 Kilbridge Lane, left centerline, station 82.9 33.5 95.0
19+00, final
659 2 Kilbridge Lane, right centerline, station 86.0 29.9 99.1
22+00, final
660 2 Kilbridge Lane, centerline, station 24+50, 84.1 31.5 96.9
final
661 1 Applecross Court, right centerline, station 83.4 33.9 95.4
1+00, final
FUGRO SOUTH, INC.
~~
:-~`
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Argus Development of Texas Inc, clo Eastern Dev. REPORT DATE: July 8, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
Page 2
DATE PERFORMED: June 25s 1998'
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
662 1 Applecross Court, centerline, station 84.3 32.7 96.5
3+50, final
663 1 Fallkirk Court, left centerline, station 1+50, 84.2 32.1 96.3
final
664 2 Turnberry Lane, centerline, station 9+00, 85.1 29.6 98.0
final
665 2 Turnbeery Lane, right centerline, station 84.0 31.1 96.8
6+00, final
666 2 Turnberry Lane, centerline, station 3+00, 84.1 32.9 96.9
final;
667 2 Turnberry Lane, right centerline, station 84.1 33.4 96.9
0+00, final
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH, INC.
Checked by:~~-
SMH/mv
Distribution: Eastern Development Inc. -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis