Coppell Greens 1-LR 980528FUGRO SOUTH, INC.
GRO
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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: May 28
1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas ,
PROJECT NO.: 0771-2275
DATE PERFORMED: May ZZ ~-998
MOISTURE/DENSITY 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 LOGATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
580 1 12 inch water line, Denton Tap Road, 91.8 27.1 gg.0
station 248+00, 4 feet below grade
581 1 12 inch water line Denton Tap Road, 91.6 26.5 g$.8
station 247+50, 3 feet below grade
582 1 12 inch water fine, Denton Tap Road, 89.6 28.7 96.7
station 247+00, 2 feet below grade
583 1 12 inch water line, Denton Tap Road, 89.7 28.0 96.8
station 246+50, 1 foot below grade
584 1 12 inch water line, Denton Tap Road, 89.5 29.3 96.5
station 245+00, 3 feet below grade
585 1 12 inch water line, Denton Tap Road, 89.9 27.4 97.0
station 244+50, 2 feet below grade
586 1 12 inch water line, Denton Tap Road, 88.7 28.5 95.7
station 244+00, 1 foot below grade
Remarks: Alf densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH, INC.
Checked by: ~___
SMH/mv
Distribution: Eastem Development Inc. -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis
FUGRO SOUTH, INC.
~Gi~O
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: May 28, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO .: 0771-2275
DATE'PERFORMED May'21, 1:998
MOISTURE/DENSITY 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. wElGHT CONTENT PERCENT MAXIMUM DENSITY
569 1 8 inch water line, Applecross Court, 8.4 29.0 95.4
station 1+00, 2 feet below grade
570 1 8 inch water line, Applecross Court, 87.8 28.4 95.0
station 1+50, 1 foot below grade
571 1 8 inch water line, Applecross Court, 88.2 30.2 95.1
station 2+00, 3 feet below grade
572 1 8 inch water line, Applecross Court, 90.4 26.2 97.5
station 2+25, 2 feet below grade
573 1 8 inch water line, Applecross Court, 88.0 29.4 95.0
station 2+50, 1 foot below grade
574 1 8 inch water sine, Applecross Court, 88.6 27.6 95.6
station 3+30, 2 feet below grade
575 1 8 inch water line, Applecross Court, 88.0 29.9 95.0
station 3+50, 1 foot below grade
576 1 8 inch water line, Fallkirk Court, station 89.4 28.1 96.4
1+00, 2 feet below grade
577 1 8 inch water line, Fallkirk Court, station 89.7 27.5 96.8
1+50, 1 foot below grade
578 1 $ inch water line, Fallkirk Court, station 89.6 28.2 96.7
2+50, 2 feet below grade
579 1 8 inch water line, Fallkirk Court, station 89.8 26.8 96.9
2+60, 1 foot below grade
Remarks: All densities meet project specifications unless otherwis e 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
FUGRO SOUTH, INC.
~~~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Argun Development of Texas Inc, c/o Eastern Dev. REPORT DATE: May 28, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
Page 1
DATE PERFORMED: May'20, '~t'998
MOISTURElDENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Dark brown and yellowish brown silty clay with 93.3 26.8
organics
TEST PROCTOR
NO. NO.
556 1
557 1
558 1
559 1
560 1
561 1
562 1
563 1
564 1
565 1
566 1
567 1
TEST RESULTS
LOCATION UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
8 inch water line, Fallkirk Drive, station 89.3 26.9 95.7
17+50, 3 feet below grade
8 inch water line, Fallkirk Drive, station 89.4 29.5 95.8
17+65, 2 feet below grade
8 inch water line, Fallkirk Drive, station
17+80, 1 foot below grade
8 inch water line, Fallkirk Drive, station
19+00, 4 feet below grade
8 inch water line, Fallkirk Drive, station
19+10, 3 feet below grade
8 inch water line, Fallkirk Drive, station
~ 9+20, 2 feet below grade
8 inch water line, Fallkirk Drive, station
19+30, 1 foot below grade
8 inch water line, Fallkirk Drive, station
21+00, 3 feet below grade
8 inch water line, Fallkirk Drive, station
21+50, 2 feet below grade
8 inch water line, Fallkirk Drive, station
21+80, 1 foot below grade
8 inch water line, Fallkirk Drive, station
22+50, 3 feet below grade
8 inch water line, Fallkirk Drive, station
23+00, 2 feet below grade
92.8 26.5 99.5
90.7 28.7 97.2
91.8 26.4 98.4
89.2 28.7 95.6
90.6 27.4 97.1
91.0 29.2 97.5
91.2 26.4 97.7
92.2 27.3 98.8
92.4 27.9 99.0
91.0 26.3 97.5
FUGRO SOUTH, INC.
~~
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: May 28, 1998
PR0.IECT: Coppell Greens, Phase 1, Coppell, Texas PRO.IECT NO.: 0771-2275
Page 2
DATE PERFORMEE3 May 20, >.'C998
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
568 1 8 inch water line, Fallkirk Drive, station 90.6
23+50, 1 foot below grade
27.5
97.1
Remarks: All densities meet project specifications unless otherwise noted.
Buri 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