Wynnpage Plaza-LR020508MAY-08-2002 11:07
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Phon~ # ~Phonn # '=
xas CMT, Inc.
P.O1
10044 Monroe Drive Dallaa, Texas 75229 · (214) 352-6957 * Fax (214) 352-6972 * www .texascmt. com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit~ Report No. 3 (201-0189) Me~hod: ASTM D2922 D3017 D698 Padre of i
Client: Wains¢ott and Associates Material D~s,riptmn Maximum
D~ Moi~tur~
Project: Wy~page Pl~a (~s/c~t)
Test Date: May 2, 2~2 I. D~k ~o~ ~ ~y I~.S
Report Da~: ~y 8, 2~2
Required Densi~ (%):95 - 105%
Required Moist~e (~): Opt. -2 to +3% Clay;
Opt. ~3% SeI~t ~; Opt.~2% L~e
Treated
Mar ~atian/Elevati0~l (a~/or) Lig ~-Pla*~ In-Place Percent
No. Dry ~$[ly Mobmr~ C~mpaction
Te~t (Lb~/C~t) Conmnt (~)
No
I Subgrade
4 50' S of Approach at Wy~page Drive 112 8 12.1 103.7
1 Subgrade
5 150' S of Approach at Wy~page Drive 113.5 t2.8 1~. 3
t Subgrade
6 250' S of Approach at Wy~page D~ve 110.5 10.9 101
t Subgrade
7 37Y S of Approach ar Wy~age Drive 108.5 13.6' 99,7
t Sub~ade
g ~50' S ~ 100' S of App[oach a[ Wy~page Drive 114.1 9.~ 104
6"
* Tcst results do not meet project specifications
cc: Mr. Jame~ Brat.mn - Slir[ing/Walmlcott ~
TOTAL P.