Park West CC(7)-LR 981001IN-PLACE DENSITY STING
Date of Service: 09/21/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
8901 Carpenter Frwy. Suite #100
Dallas, Texas 7~247
Report No.: 9824864
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
10/01/1998
Services:
CONTRACTOR: Butler Construction
PROJECT DATA
Laboratory Test Method: AST~[ 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
Lt Brnfran Shaley Clay w/
Gravel & Limestone Pieces
20.5 99.5
FIELD DENSITY TESTS
-1/+3% 95%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcO (% max)
Storm Drain
298 Laterial Line A-4A at Station 0+00,1st Lift
299 Laterial Line A-4A at Station 0+10, 2nd Lift
300 Laterial Line A-4A at Station 0+20, Final Lift
301 Laterial Line A-4A at Station 0+40, 1st Lift
302 Laterial Line A-4A at Station 0+45, 2nd Lift
303 Laterial Line A-4A at Station 0+50, Final Lift
304 Lateral Line B-3 at Station 0+30, 1st Lift
305 Lateral Line B-3 at Station 0+40, 2nd Lift
306 Lateral Line B-3 at Station 0+50, Final Lift
1 22.6 95.6 96
1 22.4 95.4 96
1 22.7 95.7 96
1 22.1 95.9 96
1 22.4 95.6 96
1 22.3 95.8 96
1 22.4 95.2 96
1 22.1 95.4 96
1 21.9 95.2 96
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(!) Prcntiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) HalffAssoeiates
(1) Mullen & Powell Technistmctures, l
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
~ En ' Inc.
Eu~r~ne i~,t~ur
Vice President
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 HBC Engineering, Inc.
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