Coppell Greens 1-LR 980417FUGRO SOUTH, INC.
FIELD DENSITY REPORT
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2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: April 17, 1998
PR0.IECT: Coppell Greens, Phase I, Coppell, Texas PR0.IECT NO.: 0771-2275
DATE PERFORMED: March 25,.1998.
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%j
1 Light brown shaley clay with gray shaiey clay 86.8 29.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
322 1 8 inch sanitary sewer, Line I, station 0+50, 86.4 31.7 99.6
4 feet below grade
323 1 8 inch sanitary sewer, Line I, station 0+50, 83.7 32.1 96.4
2 feet below grade
324 1 8 inch sanitary sewer, Line 1, station 3+50, 84.1 31.4 96.9
4 feet below grade
325 1 8 inch sanitary sewer, Line 1, station 3+50, 82.6 31.8 95.2
2 feet below grade
Remarks: All densities meet project specifications unless otherwise noted.
Michael Overstreet
Fugro-McClelland Technician
FUGRO SOUTH, INC.
Checked by: TT~~
SMH/mv
Distribution: Eastern Development Inc. -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis .
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
~GRO
..~~~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. REPORT DATE: April 17, 1998
PRO.IECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
Page 1
DATE PERFORMED: March.=27, 1'998
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pct Optimum Moisture (%)
1 Dark gray shaley clay 96.4 21.6
2 Light brown shaley clay with gray shaley clay 86.8 29.3
3 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
326 1 8 inch sanitary sewer, Line J, station 95.4 23.0 99.0
1+00, 5 feet below grade
237 1 8 inch sanitary sewer, Line J, station 92.7 24.6 96.2
1+10, 3 feet below grade
328 1 8 inch sanitary sewer, Line J, station 95.0 24.6 98.5
1+20, 2 feet below grade
329 1 8 inch sanitary sewer, Line J, station 92.9 24.0 96.4
1+30, 1 foot below grade
330 1 8 inch sanitary sewer, Line J, station 92.7 23.8 96.2
3+00, 6 feet below grade
331 1 8 inch sanitary sewer, Line J, station 91.2 25.3 95.0
3+50, 4 feet below grade
332 1 8 inch sanitary sewer, Line J, station 93.2 25.8 96.7
4+00, 2 feet below grade
333 2 8 inch sanitary sewer, Line H, station 84.4 31.8 97.2
1+50, 5 feet below grade
334 2 8 inch sanitary sewer, Line H, station 85.2 32.0 98.2
2+50, 3 feet below grade
335 2 8 inch sanitary sewer, Line H, station 84.1 31.6 96.9
3+50, 1 foot below grade
336 2 8 inch sanitary sewer, Line H, station 83.7 33.1 96.4
4+50, 5 feet below grade
337 2 8 inch sanitary sewer, Line H, station 83.9 33.5 96.7
5+50, 3 feet below grade
FUGRO 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: April 17, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
Page 2
DATE PERFORMED: March 27, '1998
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
338 2 8 inch sanitary sewer, Line H, station 83.3 33.7 96.0
7+00, 1 foot below grade
339 3 12 inch sanitary sewer, Line A, station 88.5 28.0 95.0
10+50, 7 feet below grade
340 3 12 inch sanitary sewer, Line A, station 89.7 28.4 96.1
10+00, 5 feet below grade
341 3 12 inch sanitary sewer, Line A, station 90.3 26.8 96.8
9+00, 3 feet below grade
342 3 12 inch sanitary sewer, Line A, station 88.8 28.0 95.2
8+00, 1 foot below grade
343 3 8 inch sanitary sewer, Line A, station 88.9 28.2 95.3
6+50, 6 feet below grade
344 3 12 inch sanitary sewer, Line A, station 88.8 29.8 95.5
5+50, 4 feet below grade
345 3 12 inch sanitary sewer, Line A, station 89.1 28.4 95.5
4+50, 2 feet below grade
346 3 12 inch sanitary sewer, Line A, station 88.9 28.0 95.3
2+50, 3 feet below grade
347 3 12 inch sanitary sewer, Line A, station 89.6 28.8 96.0
1+00, 1 foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro-McClelland 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.
~ORO
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: April 17, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas PRO.IECT NO.: 0771-2275
DATE PERFORMED't April' 2,' 1998'
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
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
348 1 8 inch sewer, Line B, station 1+30, 6 feet 90.5 26.5 97.6
below grade
349 1 8 inch sewer, Line B, station 1+35, 4 feet 93.3 25.6 100.6
below grade
350 1 8 inch sewer, Line B, station 1+30, 2 feet 94.8 25.8 102.2
below grade
351 1 8 inch sewer, Line B, station 4+50, 6 feet 92.3 25.7 99.5
below grade
352 1 8 inch sewer, Line B, station 4+45, 4 feet 91.1 27.4 98.2
below grade
353 1 8 inch sewer, Line B, station 4+43, 2 feet 90.1 25.7 97.1
below grade
354 1 8 inch sewer, Line B, station 7+50, 6 feet 91.5 29.2 98.6
below grade
355 1 8 inch sewer, Line B, station 7+45, 4 feet 91.6 26.1 98.7
below grade
356 1 8 inch sewer, Line B, station 7+43, 2 feet 93.3 26.5 100.6
below grade
Remarks: All densities meet project specifications unless otherwise noted.
William Freeze
Fugro-McClelland Technician
FUGRO SOUTH, INC.
Checked by
SMH/mv
Distribution: Eastern Development Inc. -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis