Coppell Greens 1-LR 980608AiRO
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas T5229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Argue Development of Texas Inc, Go Eastern Dev. REPORT DATE: June 8, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
D/R~TE PEiR~O ice.! Ifl~ : 26, 1 ~8
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Mobturo (%)
1 Light brown shaley clay with gray shaley clay 86. 8 29.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSnY
587 1 12 inch water line, Denton Tap Road, 86.0 29.4 99.1
station 242+00, 3 feet below grade
588 1 12 inch water line, Denton Tap Road, 82.6 33.1 95.2
station 242+00, 3 feet below grade
589 1 12 inch water line, Denton Tap Road, 84.4 31.2 97.2
station 242+00, 3 feet below grade
590 1 12 inch water line, Denton Tap Road, 83.4 32.3 96.1
station 242+00, 3 feet below grade
591 1 12 inch water line, Denton Tap Road, 84.4 30.6 97.2
station 242+00, 3 feet below grade
592 1 12 inch water line, Denton Tap Road, 84.1 32.2 96.9
station 242+00, 3 feet below grade
593 1 12 inch water line, Denton Tap Road, 84.4 30.8 97.2
station 242+00, 3 feet below grade
594 1 12 inch water line, Denton Tap Road, 84.0 32.1 96.8
station 242+00, 3 feet below grade
595 1 12 inch water line, Denton Tap Road, 85.2 30.0 98.2
station 242+00, 3 feet below grade
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-Flex Excavating -Paul Bosco
City of Coppell -Larry Davis ~'