ST9802-LR 990909F=4EEa 1 E=MMIMEEFaIMM
GEOTECHNICAL AND G F4 O LJ F°
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Dividend Drive
Freeport Parkway, North of Highway 635
Coppell, Texas
REPORTED TO: Catellus Development
4545 Fuller Drive, Suite 105
Irving, Texas 75038
ATTN: Mr. Robert McCann
REPORT NO. 5
REPORT DATE: 09 -09 -99
REG PROJECT NO. 5758
TECHNICIAN: B. Ray
PAGE: 1 of 1
CONTRACTOR: McMahon Contracting, Inc.
1
D -698 Dark gray clay
25.5
88.5
2
D -698 Yellowish brown clay
27.0
88.5
3
D -698 Light brown and dark brown clay 27.5
89.5
28
08 -19 -99 Sanitary Line A STA 6 +40
3.0
85.4 27.4
1
96.5
29
Sanitary Line A STA 6 +40
2.0
84.9 26.9
1
95.9
30
Sanitary Line A STA 7 +80
3.0
86.7 30.4
2
98.0
31
Sanitary Line A STA 7 +80
2.0
84.0 30.6
2
94.9
32
Sanitary Line A STA 6 +60
1.0
84.6 31.7
2
95.6
33
Sanitary Line A STA 7 +20
1.0
84.9 31.8
2
95.9
34
Sanitary Line A STA 6 +40
0.0
85.9 30.4
2
97.1
35
Sanitary Line A STA 7 +50
0.0
86.9 29.8
2
98.2
36
Storm Line A, STA 5 +50
2.0
84.6 28.4
2
95.6
37
Storm Line A, STA 5 +50
1.0
87.1 28.6
2
98.4
38
Storm Line A, STA 5 +50
0.0
86.9 27.9
2
98.2
39
08 -20 -99 Storm Line A, STA 7 +00
3.0
84.9 30.4
3
94.9
40
Storm Line A, STA 7 +00
2.0
85.6 27.6
3
95.6
41
Storm Line A, STA 7 +00
1.0
85.7 28.1
3
95.8
42
Storm Line A, STA 7 +00
0.0
85.0 28.4
3
95.0
43
Storm Line A, STA 8 +25
3.0
87.0 29.6
3
97.2
44
Storm Line A, STA 8 +25
2.0
88.9 28.4
3
99.3
45
Storm Line A, STA 8 +25
1.0
84.8 31.8
3
94.7
46
Storm Line A, STA 8 +25
0.0
85.7 31.6
3
95.8
Comments: Where tested, materials were in compliance with project specifications.
Distribution:
(1) Catellus Development/
Submitted by:
Mr. Robert McCann
(1) City of Coppell /Mr. Garth Campbell
REED ENGINEERING GROUP,
INC.
(1) Halff Associates /Mr. Todd Jackson
(1) McMahon Contracting/
Original Signed By
Mr. Bruce Roebuck
Ronald F. Reed, P.E.
BW /rt/je
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019