Town Center L1B2-LR 990729IN -PLACE DENSITY TESTING f 19C
ENGINEER U, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/14/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Services: In -place density testing.
Report No.: 9919120 Report Date
07/29/1999
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
PROJECT DATA
CONTRACTOR: Hill & Wilkinson
MOISTURE DENSITY RELATIONS:
MM N o.
Description
Laboratory Test Method: ASTM D -698
Field Test Method:
ASTM D 1557
ASTM D -2922
Maximum
Mo i s ture % Dens p ct
Project Requirements
Moisture Density
1
Reddish brown sandy clay 19.5 105.0
-143%
95%
FIELD DENSITY TESTS
TEST
M/D MOISTURE
DRY DENSITY
DENSITY
NO
TEST LOCATION No.
(pd)
(% ma
4 " Sanitary Sewer
114
Final lift, Station # 0 +50 1 18.9
102.1
97
115
1st lift, Station # 0 +50 1 19.4
101.7
97
Test results on this report meet project specification.
NOTE:
Sewer line is not shown on plans, line runs from 8 inch sewer
line to
grease trap at N.E. Corner of existing building. Station 0 +00
starts at
grease trap.
Technician: Roy Montgomery En ine ng, Inc.
Report Distribution:
(1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & Senior Wilkinson, inson, Inc. eni D. Smith, P.E.
(1) Tom Thumb Stores Division (1) City of Coppell - Engr. Dept. or 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
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