Verizon-LR 981119IN-PLACE DENSITY I'v;STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
11/05/1998
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9830045
Project No.: 43-2333-98
Report Date
11/19/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: In-place density testing.
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
M/D No.
Description
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
Dark reddish brown silty
clayey sand with gravel
10.0 124.5
FIELD DENSITY TESTS
-1/+3% 95%
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
243
244
245
246
247
248
249
250
251
SW Paving, SW corner of W Wing
120' NW and 70' SW, Final Lift
120' N-W and
120' NW and
120' NW and
240' NW and
240' NW and
240' NW and
60' NE, Final Lift
180' NE, Final Lift
300' SW, Final Lift
60' NE, Final Lift
180' NE, Final Lift
270' NE, Final Lift
300' NW and 120' NE, Final Lift
300' N-W and 240' NE, Final Lift
1 10.9 121.9 98
1 10.7 122.5 98
1 11.0 122.1 98
1 10.7 122.0 98
1 10.8 122.5 98
1 11.2 121.9 98
1 10.9 122.3 98
1 11.0 122.0 98
1 11.2 122.4 98
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(1) Th~ Beck Group
(1) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
(1) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(1) The Beck Group
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without ~ written approval of HBC Engineering, Inc.