ST0001-LR960402REPORT OF IN -PLACE DENSITY TESTS
Client: Emerson Partners, Inc.
Project: Creekview Drive
Coppell, Texas
Laboratory Test Method: ASTM D -698
M/D No. Material Description
1 Dark to Medium Brown and Tan Sandy Clay
Field Test Method: ASTM D -2922 / D -3017
Test No. Test Location
Date:
Project No.
Report No.
Client No.
Page:
Optimum
Moisture Density
% (PCF)
29.5% 89.0
fBC
ENGINEERING, INC.
4747 $ M Bootcvard, Saito 206
Dallas, Tam 73247
4 -2 -96
43- 1220 -96
962309
1 of 2
Requirement
Moisture Density
-2 to +3 95%
.FIELD DENSITY TEST
M/D Moisture
No. %
16
Water line, sta. 2+00, 2 ft. below ground level
17
Water line, sta. 2+00, gound level
18
Water line, sta. 5+00, 2 ft. below ground level
19
Water line, sta. 5+00, ground level
20
Hydrant, sta. 5 +81, center, 2 ft below ground level
21
Hydrant, sta. 5 +81, center, ground level
1 32.0
24 inch storm drain, line A
22
Sta. 0 +50, 12 ft. below ground level
23
Sta. 0 +50, 10 ft. below ground level
24
Sta. 0 +50, 8 ft. below ground level
25
Sta. 0 +50, 6 ft. below ground level
26
Sta. 0 +50, 4 ft. below ground level
27
Sta. 0 +50, 2 ft. below ground level
28
Sta. 0 +50, ground level
Complies except where noted ( *).
Dry Density Density
(PCF) %
1 32.4
85.0
95.5
1 31.0
86.1
96.8
1 31.9
85.8
96.4
1 30.6
88.0
98.9
1 32.0
84.9
95.4
1 29.8
86.3
97.0
1 32.3
84.6
95.1
1 30.6
86.4
97.1
1 30.5
88.1
99.0
1 31.0
86.2
96.9
1 30.6
88.0
98.9
1 29.9
88.5
99.4
1 29.6
87.2
98.0
REPORT OF IN -PLACE DENSITY TESTS
fBC
FIELD DENSITY
TEST
FNGR(lMRM. arc.
4747 Irving Boalevud, Sane 206
Moisture
Dry Density
Test No.
DaOas, Texas 75247
Client: Emerson Partners, Inc.
%
Date:
4 -2 -96
29
Project No.
43- 1220 -96
Project: Creekview Drive
Report No.
962309
Coppell, Texas
32.3
Client No.
30
Laboratory Test Method: ASTM D -698
Page:
2 of 2
Optimum
1
29.4
M/D No. Material Description
Moisture
%
Density
(PCF)
Requirement
Moisture Density
1 Dark to Medium Brown and Tan Sandy Clay
29.5%
89.0
-2 to +3 95%
Field Test Method: ASTM D -2922 / D -3017
FIELD DENSITY
TEST
M/D
Moisture
Dry Density
Test No.
Test Location
No.
%
(PCF)
29
21 inch storm drain, line A, sta. 2+00,
3 ft. below ground level
1
32.3
84.7
30
21 inch storm drain, line A, sta. 2+00,
ground level
1
29.4
87.0
31
18 inch storm drain, line A, sta. 4+00,
2 ft. below ground level
1
31.7
85.0
32
18 inch storm drain, line A, sta. 4+00,
ground level
1
30.6
89.0
33
21 inch storm drain, line A -1, center,
2 ft. below ground level
1
31.5
85.8
34
21 inch storm drain, line A -1, center,
ground level
1
31.6
87.2
35
18 inch storm drain, line A -3, center,
2 ft. below ground level
1
31.8
86.6
36
18 inch storm drain, line A -3, center,
ground level
1
30.0
87.6
Complies except where noted (*
Technician: T. Morgan
Time: 11:00am - 2:OOpm
Density
95.2
97.8
95.5
100.0
96.2
98.0
97.3
98.4
HBC ENGINEERING, INC
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell P57
(1) Rust uchliter /,7ameson Paul D. Smith, P.E.
(1) Austin Bridge & Road, Inc.
404as This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc