Town Center L1B2-LR 990604IN -PLACE DENSITY TESTING fW
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/25/1999 Report No.: 9914471 Report Date
06/04/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Services: In -place density testing.
Description
PROJECT DATA
CONTRACTOR: Hill & Wilkinson
Laboratory Test Method: ASTM D -698
Field Test Method: ASTM D -2922
ASTM D -3017
MOISTURE DENSITY RELATIONS:
M/D No.
1
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
Red and brown sandy clay
Maximum Project Requirements
Moisture % Density pcf Moisture Density
19.0 104.5
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
18" R.C.P. Line B
67 Station 3 +50, 1 st lift
68 Station 2 +00, 1 st lift
69 Station 0 +75, 1 st lift
18" R.C.P. Line C
70 Station 1 +50, 1st lift
-1 / +3%
M/D MOISTURE DRY DENSITY
No. ( %) (Pe0
95%
DENSITY
(% max)
1 19.2
102.1
98
1 19.5
101.3
97
1 18.2
100.8
97
1 19.0
101.5
97
Test results on this report meet project specification.
Technician: Roy Montgomery � ng' ring, Inc.
Report Distribution:
(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 (1) City ofCoppell - 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.
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