ST0001-LR960320REPORT OF IN -PLACE DENSITY TESTS fBC
ENGWEE ZeU, INC.
4747 Trying Boulevard, Suite 206
Dallas, Texas 75247
Client: Emerson Partners, Inc. Date: 3/20/96
Project No. 43- 1220 -96
Project: Creekview Drive Report No. 961953
Coppell, Texas Client No.
Page: 1 of 2
Laboratory Test Method: ASTM D -698
M/D No. Material Description
1 Dark To Medium Brown And Tan Sandy Clay
With Limestone
Optimum
Moisture Density Requirement
% (PCF) Moist Density___
29.5% 89.0 95%
Field Test Method: ASTM D -2922 / D -3017
FIELD DENSITY TEST
M/D Moisture
Test No Test Location No. %
1
Sta. 3 +00, 8"
sanitary sewer, 10 ft. below
1 29.1
ground level
97.1
2
Sta. 3 +00, 8"
sanitary sewer, 8 ft. below
1 29.3
ground level
97.8
3
Sta. 3 +00, 8"
sanitary sewer, 6 ft. below
1 30.4
ground level
98.9
4
Sta. 3 +00, 8"
sanitary sewer, 4 ft. below
ground level
5
Sta. 3 +00, 8"
sanitary sewer, 2 ft. below
ground level
6
Sta. 3 +00, 8"
sanitary sewer, ground level
7
Sta. 6 +00, 8"
sanitary sewer, 10 ft. below
ground level
Complies except where noted (*).
Dry Density Density
(PCF) %
1 29.0
86.0
96.6
1 29.1
86.4
97.1
1 29.4
88.0
98.9
1 29.3
87.0
97.8
1 29.9
89.0
100.0
1 30.4
88.0
98.9
1 30.5
84.8
95.3
on
REPORT OF IN -PLACE DENSITY TESTS f I
ENGWEERING, INC.
4747 Irving Boulevard, Suite 206
Dallas, Texas 75247
Client: Emerson Partners, Inc. Date: 3/20/96
Project No. 43- 1226 -96
Project: Creekview Drive Report No. 961953
Coppell, Texas Client No.
Laboratory Test Method: ASTM D -698 Page: 2 of 2
M/D No. Material Description
1 Dark To Medium Brown And Tan Sandy Clay
With Limestone
Field Test Method: ASTM D -2922 / D -3017
FIELD DENSITY TEST
M/D Moisture
Test No. Test Location No. %
8
Sta. 6 +00, 8" sanitary sewer, 8 ft. below
96.4
ground level
9
Sta. 6+00, 8" sanitary sewer, 8 ft. below
1 29.6
ground level
10
Sta. 6+00, 8" sanitary sewer, 6 ft. below
88.2
ground level
11
Sta. 6 +00, 8" sanitary sewer, 2 ft. below
99.0
ground level
12
Sta. 6 +00, 8" sanitary sewer, ground level
13
6" stub -out cross over sanitary sewer - center,
97.1
4 ft. below ground level
14
6" stub -out cross over sanitary sewer - center,
2 ft. below ground level
15
6" stub -out cross over sanitary sewer - center,
ground level
Complies except where noted ( *).
Technician:
T. Morgan
Time:
4:30 pm to 7:00 pm
Optimum
Moisture Density Requirement
% (PCF) Moisture Density
29.5% 89.0 95%
Dry Density Density
(PCF) %
1 30.2
85.8
96.4
1 29.8
86.2
96.9
1 29.6
87.3
98.1
1 30.4
88.2
99.1
1 30.5
88.1
99.0
1 29.6
85.8
96.2
1 28.5
86.4
97.1
1 30.1
87.6
98.4
HBC ENGINEERING, INC.
Report Distribution:
(1) Emerson Partners, Inc.
(1) City of Coppell
(1) Rust Lichliter /Jameson Paul D. Smith, P.E.
(1) Austin Bridge & Road, Inc.
404CC 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