Town Center L1B2-LR 990602i
-IN -PLACE DENSITY TESTING f 19C
ENGINEMM, M.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/21/1999 Report No.: 9914181 Report Date
06/02/1999
Client No.: 26295000 Project No.: 94991134
Client: Ewing Properties, Inc. Project: Tom Thumb
Attn: Mark Morris Denton Tap & Sandy Lake
14990 Landmark Blvd, #300
Dallas TX 75240 -6729 Coppell, Texas
Services: In -place density testing.
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.
07TMP Page 1 of 2
PROJECT DATA
CONTRACTOR: Hill & Wilkinson
Laboratory Test Method:
ASTM D -698
Field Test Method:
ASTM D-2922
ASTM D -3017
MOISTURE DENSITY RELATIONS:
Maximum
Project Requirements
M/D No. Description
Moisture % Density pef
Moisture
Density
1
Brown/yellow sandy clay
11.0 118.5
-143%
95%
2
Red/brown sandy clay
19.0 104.5
-143%
95%
3
Light/med brown clayey sand
15.0 119.0
-242%
95%
FIELD DENSITY TESTS
TEST
M/D MOISTURE
DRY DENSITY
DENSITY
NO
TEST LOCATION
No.
M
(pcf)
(% max)
Line A, 18" R.C.P
56
1st lift, Station 0 +91
1
14.0
118.3
100
57
1st lift, Station 2 +35
2
18.6
99.7
95
58
1st lift, Station 1 +100
1
12.8
116.1
98
59
1st lift, Station 2 +100
2
18.0
100.6
96
Building Pad
60
Select fill, Grid line A.5/3, 2nd lift
3
14.2
115.4
97
61
Select fill, Grid line C13.5, 2nd lift
.3
13.3
116.1
98
62
Select fill, Grid line E13, 2nd lift
3
15.2
113.3
95
63
Select fill, Grid line F /3, 2nd lift
3
13.0
117.7
99
64
Select fill, Grid line G/3.5, 2nd lift
3
13.4
115.1
97
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.
07TMP Page 1 of 2