Verizon-LR 981106IN-PLACE DENSITY q_ v_;STING
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/26/1998
Client No.: THE BECK
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9829768
Project No.: 43-2333-98
Report Date
11/06/1998
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:
~ No.
Description
Maximum
Moisture % Density pcf
Project R~quirements
Moisture Density
Dark reddish brown silty
clayey sand w/gravel
10.0 124.5
FIELD DENSITY TESTS
-1~3% 95%
TEST
NO
TEST LOCATION
MfD MOISTURE DRY DENSITY DENSITY
No. (%) (pcO (% max)
Storm Line B
166 At station 3+50, 3rd lift
167 At station 3+60, 2nd lift
168 At station 3+70, 1st lift
169 At station 5+10, 3rd lift
170 At station 5+20, 2nd lift
171 At station 5+30, 1st lift
Storm Lateral B2
172 At station 0+75, 2nd lift
173 At station 0+80, 1st lift
174 At station 2+50, 2nd lift
175 At station 2+60, 1st lift
1 12.0 120.9 97
1 11.7 120.6 97
1 11.5 121.0 97
I 11.9 121.5 98
1 11.7 121.1 97
1 11.6 121.6 98
1 11.9 119.9 96
1 11.8 120.4 97
1 11.6 120.6 97
1 11.4 120.5 97
07DG
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 H BC Engineering, Inc.
Page 1 of 2
Report No.: 9829768
TEST
~o
_/6
177
178
179 At station 0+60
180 At station 2+00
181 At station 2+10
182 At station 3+50
183 At station 3+60
184 At station 5+00
185 At station 5+10
186 At station 6+50
187 At station 6+60
188 At station 8+10
189 At station 8+20
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
At station 3+70, 2nd lift
At station 3+80, 1st lift
Storm Line C
At station 0+50 2nd lift
1st lift
2nd lift
1st lift
2nd lift
1st lift
2nd lift
1st lift
2nd lift
1st lift
2nd lift
1st lift
Paving Fire Lane, N Entrance
190 70'S of Coppell Rd, placement A
191 200'SE of Coppell Rd, placement A
192 350'SE of Coppell Rd, placement A
193 500'SE of Coppell Rd, placement A
194 650'E of Coppell Rd, placement A
1 11.6 120.4 97
1 11.5 120.1 97
i 11.3 120.4 97
1 11.2 120.6 97
1 11.6 120.9 97
i 11.3 120.0 96
1 11.7 120.3 97
1 11.5 120.9 97
1 11.4 121.1 97
1 11.1 120.4 97
1 12.0 120.6 97
1 11.7 119.6 96
1 11.9 119.6 96
1 11.6 119.9 96
10.7 121.5 98
10.9 121.9 98
10.9 122.1 98
11.7 121.9 98
10.8 122.3 98
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(I) The Beck Group
(1) Gromatzky Dupree & Assoc.
qrockette Davis Drake, Sac.
the Beck Group
(!) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(1) The Beck Group
H~ Engine~
Eugene Harbour
Vice President
~ repo~ 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.
07DG Page 2 of 2