ST9502-LR 960306 MCI STURE-DENS I TY RELATIONSH I P TEST
105 I
i
I ,
1 O0
· - ,, i, I
~ ' I
90
~ I I
~5
20 22.5 25 27.5 30 32.5 35
Woter content, %
Test spe¢ifieotion: ASTM D 698-91 Method A, Stondord
Elev/ Classification Not. Sp.G. LL PI % > %
Depth USCS AASHTO Moist. No,~ No.200
I I
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density = 94.3 per Med. Brown Sondy Cloy
Optimum moisture = 25.1 %
Project No.: 45-1222-96 Remorks:
Project: Town Center - Coppel I , TX Site Concrete
Location: Town Center Drive & Town Center Blvd. Uti I~y B~kf~ I I
@ City Hall - Mop 1A-P
Date: 05-06-1996
MOISTURE-DENSITY RE~TIONSHIP TEST
HBC ENG I NEER I NC, I NC. rig. No. 96~6~