Coppell Greens 1-LR 980515FUGRO 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, c/o Eastern Dev. REPORT DATE: May 15, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
DATE PERFORMEDs April' 29, '1'998
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
481 1 24 inch RCP, Line C, station 1+00, 2 feet 882 29.0 95.1
below grade
482 1 24 inch RCP, Line C, station 1+50, 1 foot 92.0 26.7 99.2
below grade
483 1 24 inch RCP, Line C, station 2+50, 2 feet 90.8 28.7 98.0
below grade
484 1 24 inch RCP, Line C, station 3+00, 1 foot 90.7 26.9 97.8
below grade
485 1 24 inch RCP, Line C, station 3+60, 1 foot 89.6 28.0 96.7
below grade
486 1 18 inch RCP, Line C1, lateral, station 91.2 29.1 98.4
0+50, 4 feet below grade
487 1 18 inch RCP, Line C1, lateral, station 90.3 28.1 97.4
0+90, 3 feet below grade
488 1 18 inch RCP, Line C1, lateral, station 90.5 27.3 97.6
1+00, 2 feet below grade
489 1 18 inch RCP, Line C1, lateral, station 90.6 26.4 97.4
1+10, 1 foot below grade
490 1 18 inch RCP, Line C2, lateral, station 91.6 28.1 98.8
0+80, 2 feet below grade
491 1 18 inch RCP, Line C2, lateral, station 91.2 28.8 98.4
0+85, 1 foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
Burt Coop er
Fugro South Technici an FUGRO SOUTH, INC.
Checked by:
SMH/mv
Distribution: Eastern Development Inc. -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis