Town Center L1B2-LR 990621IN-PLACE DENSITY TESTING fBC
ENGINEERING, M.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/08/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Services:
TEST LOCATION
PROJECT DATA
CONTRACTOR: )-Till & Wilkinson
Description
Field Test Method:
MOISTURE DENSITY RELATIONS:
M/D No.
1
TEST
NO
82
83
84
85
86
87
88
89
90
Brown & red sandy clay
Laboratory Test Method: ASTM D -698
ASTM D -2922
ASTM D -3017
Moisture %
Maximum
Density pcf
13.5
115.0
FIELD DENSITY TESTS
Water Line
Station 5 +00, 1 st lift
Statoin 4 +00, 1 st lift
Station 7+00, 1st lift
Sanitary Sewer
Station 4 +50, 1 st lift
Station 5 +00, 2nd lift
Station 5 +00, 3rd lift
Station 7 +00, 1st lift
Station 7 +00, 2nd lift
Station 7 +00, 3rd lift
Report No.: 9915799 Report Date
06/21/1999
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
M/D
No.
1
1
1
Project Requirements
Moisture Density
-1 / +3%
MOISTURE DRY DENSITY
( %) (pef)
1 14.1
1 13.8
1 14.3
1 13.5
1 14.6
1 13.8
Test results on this report meet project specification.
K
111.2
109.7
110.9
110.0
111.7
112.4
C E gi ring, Inc.
12.8 109.8 96
13.1 110.3 96
12.6 109.5 95
97
95
96
96
97
98
Technician: Roy Montgomery \
Report Distribution: J l
(1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & Wilkinson, Inc. Paul D. Smith, P.E.
(1) Tom Thumb Stores Division (I) City of CoppelI - Engr. Dept. Senior Project Engineer
(1) Michael F. Twichell, Inc.
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
95%
DENSITY
(% max)
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