Verizon-LR 981107IN-PLACE DENSITY ;STING
7
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/28/1998
THE BECK
The Beck Group
Att-n: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9829782
Project No.: 43-2333-98
Report Date
11/07/1998
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
Moisture %
Maximum
Density pcf
Project Requirements
Moistu re Density
Dark reddish brown silty
clayey sand w/gravel
10.0 124.5
FIELD DENSITY TESTS
- 1/+3% 95%
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
217
218 W Side from Main,
219 W Side from Main,
220 W Side from Main,
221 W Side from Main,
222 W Side from Main,
223 W Side from Main,
224 W Side from Main,
225 W Side from Main,
2" Domestic Water
W Side from Main, 60'E of W end, 3rd lift
70'E of W end, 2nd lift
80"E of W end, 1st lift
160'E of W end, 3rd lift
175'E of W end, 2nd lift
180'E of W end, 1st lift
290'E of W end, 3rd lift
300'E of W end, 2nd lift
310'E of W end, 1st lift
1 12.0 119.9 96
1 11.7 120.3 97
1 11.5 120.4 97
1 11.9 119.8 96
1 11.6 120.0 96
1 11.3 120.1 97
1 11.9 120.0 96
1 11.8 120.3 97
1 11.5 120.5 97
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(i) The Beck Group
(I) 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 notbc ~produced except in full without the written approval of HBC Engineering, Inc.
07DG Page 1 of I
IN-PLACE DENSITY ESTING
Date of Service:
Client No.:
Client:
10/29/1998
THE BECK
The Beck Group
Atto: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9829784
Project No.: 43-2333-98
Report Date
11/07/1998
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 silty sand
w/gravel
10.0 124.5
FIELD DENSITY TESTS
-1/+3% 95%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
Paving, Fire Lane, Placement B
226 W Drive, 50'S of N end, final lift
227 W Drive, 150'S of N end, fmal lift
228 W Drive, 250'S of N end, final lift
229 W Drive, 350'S of N end, final lift
230 W Drive, 450'S of N end, final lift
1 10.7 122.1 98
1 11.1 121.9 98
1 10.9 122.3 98
1 10.8 122.4 98
1 10.9 122.1 98
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(1) The Beck Group
(!) Gromatzky Dupree & Assoc.
(I) Brockette Davis Drake, Inc.
(1) The Beck Group
(1) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(i) The Beck Group
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall notbe reproduced except in full ~4tbout the written approval of HBC Engineering, Inc.
07DG · ~.~ ~ . , Page 1 of I .
IN-PLACE DENSITY., STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
Services:
10/27/1998
THE BECK
The Beck Group
Arm: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
In-place density testing.
Report No.: 9829774
Project No.: 43-2333-98
Report Date
11/07/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
CONTRACrOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM 9-698
Field Test Method:
MOISTURE DENSITY RELATIONS:
M/D No.
ASTM D-2922
ASTM D-3017
Maximum Project Requirements
Description Moisture % Density pcf Moisture Density
10.0 124.5 -1/+3% 95%
FIELD DENSITY TESTS
TEST
NO
Dark reddish brown silty
clayey sand w/gravel
M/D MOISTURE DRY DENSITY DENSrFY
TEST LOCATION No. (%) (pc0 (% max)
195
196 At station 0+70
197 At station 2+00
198 At station 2+10
199 At station 3+50
200 At station 3+60
201 At station 5+00
202 At station 5+10
203 At station 6+50
204 At station 6+70
1 10.9 120.9 97
1st lift 1 10.6 121.3 97
2nd lift 1 11.1 121.5 98
1st lift 1 10.9 121.1 97
2nd lift 1 11.0 121.0 97
1st lift 1 10.7 121.3 97
2nd lift 1 11.7 120.4 97
1st lift 1 11.3 120.6 97
2nd lift 1 10.9 121.0 97
1st lift 1 10.7 121.1 97
Sanitary Sewer, Line A
At station 0+50 2nd lift
Storm Sewer, Line D
This report is exclusively for the use of the client indicated ahoy9 and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Report No.: 9829774
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcf) (% max)
205 At station 0+75,
206 At station 0+80,
207 At station 0+90,
Storm, Line D
208 At station 2+30
209 At station 2+60.
210 At station 2+70
211 At station 4+00
212 At station 4+ 10
213 At station 4+20
214 At station 6+00
215 At station 6+ 10
216 At station 6+20
3rd lift
2nd lift
1st lift
3rd lift
2nd lift
1 st lift
3rd lift
2nd lift
i st lift
3rd lift
2nd lift
1 st lift
1 11.3 120.6 97
1 11.0 121.0 97
1 10.7 121.3 97
1 11.2 120.6 97
1 10.9 121.1 97
1 10.7 121.5 98
1 10.9 120.8 97
1 10.7 121.1 97
1 10.5 120.9 97
1 11.2 120.8 97
1 11.0 121.0 97
1 10.9 121.1 97
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(1) The Beck Group
(I) Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(i) The Beck Group
(1) Brockette Davis Drake, Inc.
(!) Cooper Excavation
(i) The Beck Group
~ Engineering, Inc.
Eugene Harh~
vice President
This report is exclusively for the use of the client indicated abov.e and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07DG · - .. Page 2 of 2 .'..---~ .... .....