Verizon-LR 990204IN-PLACE DENSITY TESTING
Date of Service: 01/13/1999
Client No.: 08~?.025
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Services: In-place density testing.
Report No.:
Project No.:
Project:
8901 Caq~eatex Frwy., Suite #100
Dallas, T~a~ 75247
9902045 Report Date
02/04/1999
43-2333-98
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
cot~raac~a: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
MOISTURE DENS~ RELATIONS:
bt/D No.
Field Test Method:
D~scriptlon Moisture % Density pcf
ASTM D-2922
ASTM D-3017
Project Requir~nent~
Moisture Density
1 Lt brown & It gray silty sandy 12.5 116.5
clay w/dk gray clay balls
FIELD DENSITY TESTS
-1/+3% 95%
'rEST M/D MOISTURE
NO TEST LOCATION No. ( % )
Patio
335 Pad #5, At grade I 11.9
336 Pad #4, At grade I 12.7
Paving Subgrade
337 E side, 100' north from south enmce, At grade I 13.2
338 E side, 250' north from south entrance, At grade 1 14.0
Test results on this report meet project specification.
DRY DENSITY DENSITY
(p~0 (~ max)
111.9 96
115.0 99
114.1 98
113.7 98
Technician: Mike Odom
Report Distribution:
(1) The Beck Group
( I ) Gromatzky Duprce & Assoc.
(I) Brockette Davis Drake, Inc.
(I) The Beck Group
(!) The Beck Group
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not he reproduced except in full without the written approval of HBC Engineering, Inc.
07SS
Page I of I
IN-PLACE DENSITY TESTING
Date of Service:
Client No.:
Client:
Services:
01/11/1999
08644025
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
In-place density testing.
8901 Carpenter Frwy., Suite #100
~ Texas 75247
Report No.: 9901732
Project No.: 43-2333-98
Report Date
02/04/1999
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
CO~.ACTOR: BECK
PROJECT DATA
Laboratory Test Method:
ASTM D-698
Field Test Method:
MOISTURE DENSITY RELATIONS:
M/D No. Description Moisture
Lt brown & It gray silty sand
w/dk gray clay balls
12.5
116.5
FIELD DENSITY TESTS
TEST M/D MOISTURE
NO TEST LOCATION No. (%)
Paving Subgrade
331 Bay 6, S half, at center point, At grade I 13.4
332 Bay 7, N half, at center point, At grade 1 13.4
333 Bay 5, S half, at center point, At grade I I2.0
Storm Drain Backfill
334 West Wing, 2' above elbow I 12.9
Test results on this report meet project specification.
ASTM D-2922
ASTM D-3017
ProJect R~uh*ements
Moisture Density
-I~3% 95%
DRYD~SITY D~SITY
(!~ (%max)
111.1 95
112.1 96
115.0 99
114.7 99
Technician: Mike Odom
Report Distribution:
(I) 'The Beck Group
(1) Gromatzky Duprce & Assoc.
(1) Brockette Davis Drake, Inc.
(1) The Beck Group
(I) The Beck Group
H~ Engineer~
Eugene Harbour
Vice President
This report i~ exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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