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Coppell Greens 1-LR 980611FUGRO SOUTH, INC. FIELD DENSITY REPORT ~~ ~~~ 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: June 11, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 1 DATE; PERFORMED:: May<30, 'f'998 MOISTURElDENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture (%) 1 Yellowish brown and tan silty shaley clay 92.7 25.3 2 Dark brown and yellowish brown silty clay with 93.3 26.8 organics TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 596 1 12 inch water line, Denton Tap Road, 92.2 25.1 95.6 station 234+00, 3 feet below grade 597 1 12 inch water line, Denton Tap Road, 88.6 28.2 95.6 station 233+00, 2 feet below grade 598 1 12 inch water line, Denton Tap Road, 88.7 28.5 95.7 station 232+00, 1 foot below grade 599 2 12 inch water line, Denton Tap Road, 91.6 26.1 98.2 station 231+00, 3 feet below grade 600 2 12 inch water line, Denton Tap Road, 90.4 28.3 96.9 station 231+00, 2 feet below grade 601 1 1 inch water service, Kilbridge Lane, Block 89.2 27.6 96.2 C, Lots 16 and 15, 18 inches below grade 602 2 1 inch water service, Kilbridge Lane, Block 91.2 27.0 97.7 C, Lots 16 and 14, 1 foot below grade 603 2 1 inch water service, Kilbridge Lane, Block 91.6 26.0 98.2 C, Lots 16 and 13, 18 inches below grade 604 1 1 inch water service, Kilbridge Lane, Block 88.0 28.8 95.0 C, Lots 16 and 12, 1 foot below grade 605 2 1 inch water service, Kilbridge Lane, Block 89.9 28.7 96.4 C, Lot 11, 18 inches below grade 606 2 1 inch water service, Kilbridge Lane, Block 91.0 26.5 97.5 C, Lot 10, 1 foot below grade 607 2 1 inch water service, Kilbridge Lane, Block 91.6 26.9 98.2 C, Lot 9, 18 inches below grade 608 1 1 inch water service, Kilbridge Lane, Block 89.0 27.4 96.0 C, Lot 8, 1 foot below grade 609 1 1 inch water service, Kilbridge Lane, Block 91.7 25.3 98.9 B, Lot 8, 18 inches below grade FUGRO SOUTH, INC. ~GRO !~~ 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 Eastem Dev. REPORT DATE: June 11, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275 Page 2 DATE PERFORMED:: May; 30, 't998> > TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 610 2 1 inch water service, Kilbridge Lane, Block 91.4 27.0 98.0 B, Lot 6, 1 foot below grade 611 1 1 inch water service, Kilbridge Lane, Block 89.6 27.7 96.7 B, Lot 7, 18 inches below grade 612 1 1 inch water service, Kilbridge Lane, Block 90.2 27.8 97.3 B, Lot 22, 1 foot below grade 613 2 1 inch water service, Kilbridge Lane, Block 91.1 26.7 97.6 B, Lots 23, 18 inches below grade 614 2 1 inch water sewer, Kilbridge Lane, Block 93.0 25.5 96.3 A, Lot 24, 1 foot below grade 615 1 1 inch water sewer, Kilbridge Lane, Block 88.9 27.9 95.5 A, Lot 25, 18 inches below grade 616 1 1 inch water sewer, Kilbridge Lane, Block 89.0 27.3 96.0 A, Lot 26, 1 foot below grade 617 2 1 inch water sewer, Kilbridge Lane, Block 91.0 27.5 97.5 A, Lot 27, 18 inches below grade 618 2 1 inch water sewer, Kilbridge Lane, Block 92.8 25.9 99.5 A, Lot 28, 1 foot below grade 619 1 1 inch water sewer, Kilbridge Lane, Block 89.7 26.6 96.8 A, Lot 29, 1 foot 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-Plex Excavating -Paul Bosco City of Coppell -Larry Davis