ST9502-LR 960520IN-PLACE DENSITY STING
4747 h~lng Blvd., Suite #206
DaR~, Texa~ 75147
Date of Service:
Client No.:
Client:
Services:
05/20/1996
79543000
Site Concrete, Inc.
Ms. Jean Boney
P.O. Box 140096
Irving TX 75014-0096
In-place density testing.
Report No.: 963878
Project No.: 43-1222-96
Project: Town Center
Coppell, Texas
CO~*rRACrOR: Site Concrete
PROJECT DATA
L~,or~toryX,~Metaoa: ASTM D-698
~eldTeatMe~od:
MOISTURE DENSITY RELATIONS:
M/D No.
1
Maximum
Description MoLnture % Densfly pcf
Dark/Med Brown Silty Clay/LT 27.5 93.5
FIELD DENSITY TESTS
ASTMD-2922
ASTMD-3017
Pro, eot Reqnirements
Moistare De~lty
-2 to +4% 95.0%
TEST
NO
12
13
14
15
16
M/D
TEST LOCATION No.
Subgrade, sta. 11+25, south bound lane
Subgrade, sm. 9+50, north bound lane
Subgrade, sta. 6+20, center of roadway
Subgrade, sta. 3+10, south bound lane
Subgrade, sta. 0+50, north bound lane
MOISTURE DRY DENSITY DENSITY
(%) (~0 (./. max)
1 26.6 95.3 101.9
I 27.8 94.1 100.6
1 27.4 94.6 101.2
1 28.0 93.8 100.3
1 28.3 93.4 99.9
Test results on this report meet project specification.
Technician: Jesse Landreth
Report Distribution:
(1) Site Conc~, Inc.
(1) City of Coppell
I-~ E~, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
07AS
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without th* written approval of HBC Engineering, Inc.
~ r 'IT T T