Coppell Greens 1-LR 980424FUGRO SOUTH, INC.
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2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Argus Development of Texas Inc, Go Eastern Dev. REPORT DATE: April 24, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
DATE PERFORMED: April 9, 1998
MOISTUREIDENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Yellowish brown and tan silty shaley clay 92 .7 25.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
378 1 8 inch sanitary sewer, Line D-2, station 92.6 25.5 99.9
0+40, 6 feet below grade
379 1 8 inch sanitary sewer, Line D-2, station 90.1 28.1 97.2
0+50, 4 feet below grade
380 1 8 inch sanitary sewer, Line D-2, station 90.2 27.1 97.3
0+60, 2 feet below grade
381 1 8 inch sanitary sewer, Line D-3, station 90.5 25.5 97.6
1+00, 6 feet below grade
382 1 8 inch sanitary sewer, Line D-3, station 90.1 26.4 97.2
2+50, 4 feet below grade
383 1 8 inch sanitary sewer, Line D-3, station 88.0 28.6 95.0
3+50, 2 feet below grade
384 1 8 inch sanitary sewer, Line C, station 89.1 26.4 96.1
0+50, 12 feet below grade
385 1 8 inch sanitary sewer, Line C, station 89.5 25.6 96.5
1+00, 10 feet below grade
386 1 8 inch sanitary sewer, Line C, station 88.0 28.2 95.0
1+50, 8 feet below grade
387 1 8 inch sanitary sewer, Line C, station 89.6 25.8 96.7
2+00, 6 feet below grade
388 1 8 inch sanitary sewer, Line C, station 88.7 27.7 95.7
2+50, 4 feet below grade
389 1 8 inch sanitary sewer, Line C, station 88.9 27.0 95.9
3+00, 2 feet below grade
Remarks: All densities meet project specifications unless otherwis e noted.
Burl Cooper
Fugro South Technician FUGRO SOUTH, INC.
Checked by:
SMHImv
Distribution: Eastern Development Inc. -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis