Coppell Greens 1-LR 980413FUGRO SOUTH, INC.
~fsRO
. ~~
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 13, 1998
PROJECT: Coppell Greens, Phase 1, Coppell, Texas PROJECT NO.: 0771-2275
Page 1
DATE PERFORMED: March 24, 1998
MOISTURElDENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Light brown shaley clay with gray shaley clay 86.8 29.3
2 Dark brown and yellowish brown silty clay with 93.3 26.8
organics
TEST PROCTOR
NO. NO.
308 1
309 1
310 1
311 1
312 1
313 1
314 1
315 1
316 1
317 1
818 2
319 2
320
i
I 2
TEST RESULTS
LOCATION UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
8 inch sanitary sewer, Line G, station 86.2 28.9 99.3
1+70, 6 feet below grade
8 inch sanitary sewer, Line G, station 83.6 31.2 96.3
1+75, 4 feet below grade
8 inch sanitary sewer, Line G, station 83.1 30.6 95.7
1+80, 2 feet below grade
8 inch sanitary sewer, Line G, station 86.2 29.0 99.3
3+00, 6 feet below grade
8 inch sanitary sewer Line G station 82.5 32.5 95.0
3+10, 4 feet below grade
8 inch sanitary sewer, Line G, station
3+20, 2 feet below grade
8 inch sanitary sewer, Line G, station
5+00, 4 feet below grade
8 inch sanitary sewer, Line G, station
5+10, 2 feet below grade
8 inch sanitary sewer, Line G, station
8+00, 4 feet below grade
8 inch sanitary sewer, Line G, station
8+10, 2 feet below grade
12 inch sanitary sewer, Line A, station
16+00, 4.5 feet below grade
12 inch sanitary sewer, Line A, station
15+90, 2.5 feet below grade
12 inch sanitary sewer, Line A, station
13+00, 4.5 feet below grade
84.9
84.5
83.5
83.5
84.5
92.6
91.0
89.6
30.3
32.2
30.7
31.6
32.7
25.9
26.7
28.0
97.8
97.4
96.2
96.2
97.4
99.2
97.5
96.0
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 Eastern Dev. REPORT DATE: April 13, 1998
PRO.IECT: Coppell Greens, Phase I, Coppell, Texas PROJECT NO.: 0771-2275
Page 2
DATE PERFORMED:. March 24, '1998
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
321 2 12 inch sanitary sewer, Line A, station 89.2
13+10, 2.5 feet below grade
Remarks: All densities meet project specifications unless otherwise noted.
Burf Cooper
Fugro-McClelland Technician
27.6
95.6
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by -
SMH/mv
Distribution: Eastern Development Inc. -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis