Town Center L1B2-LR 990608IN -PLACE DENSITY TESTING fDC
134Gin uR1N(', w-
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
ANNEEMENUM
Date of Service: 06/02/1999 Report No.: 9915249 Report Date
06/08/1999
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.
PROJECT DATA
CONTRACTOR: Hill & Wilkinson Laboratory Test Method: ASTM D -698
Field Test Method: ASTM D -2922
ASTM D -3017
MOISTURE DENSITY RELATIONS:
(1) Michael F. Twidrell, Inc
This report is exclusively for the use ofthe that indicated above and shall not be reproduced except m full without the written approval of HBC Engineering, Inc
07TMP Pagel of 1
Maximum
Project Requirements
PAID No. Description Moisture'/.
Density pd
Moisture
Density
1 Brown and red sandy clay 13.5
115.0
-1/ +3%
95%
2 Reddish brown sandy clay 19.5
105.0
-1/ +3%
95%
FIELD DENSITY TESTS
TEST MM
MOISTURE DRY DENSITY
DENSITY
NO TEST LOCATION No.
(' /.)
(pd)
(% max)
8" Sanitary Sewer Line
71 Station 0+50, 1 st lift 1
16.0
110.0
96
72 Station 1 +25, 2nd lift 1
13.6
111.1
97
6" Sanitary Sewer
73 Station 2 +50, 1st lift 1
12.8
109.6
95
BackFill at Manhole
74 Station 0+00, 1 st lift 2
18.5
103.7
99
6" Sanitary Sewer
75 Station 2 +00, 2nd lift 1
13.0
110.5
96
Test results on this report meet project
specification.
A ing, Inc.
E
Technician: Roy Montgomery
Report Distribution:
(1) Ewing Properties, Ina (1) Raymoud L Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill 8cWilkinson, Inc.
Paul D. Smith, P.E.
(1) Tom Thumb Stares Divisica (1) City of Coppell - Fng. Dept.
Senior Project Engineer
(1) Michael F. Twidrell, Inc
This report is exclusively for the use ofthe that indicated above and shall not be reproduced except m full without the written approval of HBC Engineering, Inc
07TMP Pagel of 1