Coppell Greens 1-LR 980507FUGRO 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 7, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
DATE PERFORMED: April 24, 1998'
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Yellowish brown and tan silty shaley clay
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
470 1 36 inch RCP, Line E, station 0+50, 3 feet 91.4
below grade
471 1 24 inch RCP, Line E, station 1+00, 2 feet 89.3
below grade
472 1 24 inch RCP, Line E, station 1+20, 1 foot 87.9
below grade
473 1 24 inch RCP, Line E-1, station 0+50, 4 90.7
feet below grade
474 1 24 inch RCP, Line E-1, station 0+70, 3 89.2
feet below grade
475 1 24 inch RCP, Line E-1, station 1+00, 2 90.4
feet below grade
476 1 24 inch RCP, Line E-1, station 1+50, 1 90.0
foot below grade
Remarks: All densities meet project specifications unless otherwi se noted.
Burl Cooper
Fugro South Technician
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
92.7 25.3
MOISTURE
CONTENT PERCENT
25.5
27.5
29.2
26.1
27.8
25.6
27.9
FUGRO SOUTH, INC.
PERCENT OF
MAXIMUM DENSITY
98.6
96.3
95.0
97.8
96.2
97.5
97.1
Checked by:
SMH/mv
Distribution: Eastern Development Inc. -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis