Town Center L1B2-LR 990610IN-PLACE DENSITY TESTING fBC
FNGDVEi?RM, PC
8901 Carpenter Frwy., Suite M100
Dallas, Texas 75247
Date of Service: 06/03/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Moms
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Services: In -place density testing.
CONTRACTOR: Hill & Wilkinson
Report No.: 9915372 Report Date
06/10/1999
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method: ASTM D -2922
ASTM D -3017
MOISTURE DENSITY RELATIONS:
Technician Roy Montgomery � E i ing, Inc.
Report Distribution:
(1) Swing Properties, Inc. (1) Raymond L. Goodson, Jr. Fngta
(1) S.0 Companies (1) Ilia & wilkmson, Ina Paul D. Smith, P.E.
(1) Tom Thumb Stares Division (1) City of Coppell - Fngr. Dept Senior Project Engineer
(1) Michael F. Twic3hell, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ[= approval of HBC Engineering, Inc
07TMP Page 1 of 1
Mand
Project Requirements
M m No. Description
Moisture % Density pcf
Moisture
Density
1
Brown & red sandy clay
13.5 115.0
-1/ +3%
95%
FIELD DENSITY TESTS
TEST
MJD MOISTURE
DRY DENSITY
DENSITY
NO
TEST LOCATION
No. C /.)
(pct)
(•/. maz)
8" Sanitary Sewer Line
76
Station 1 +00, 3rd lift
1 12.5
109.2
95
77
Station 0+75, 4th lift
1 12.9
109.2
95
78
Station 1 +50, 5th lift
1 13.0
109.8
96
6" Sanitary Sewer Line
79
Station 2 +50, 3rd lift
1 13.3
110.1
96
80
Station 3 +00, 4th lift
1 13.2
111.6
97
81
Station 3 +50, 5th lift
1 13.8
110.8
96
Test results on this report meet project specification.
Technician Roy Montgomery � E i ing, Inc.
Report Distribution:
(1) Swing Properties, Inc. (1) Raymond L. Goodson, Jr. Fngta
(1) S.0 Companies (1) Ilia & wilkmson, Ina Paul D. Smith, P.E.
(1) Tom Thumb Stares Division (1) City of Coppell - Fngr. Dept Senior Project Engineer
(1) Michael F. Twic3hell, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ[= approval of HBC Engineering, Inc
07TMP Page 1 of 1