Denton Creek NH-LR090601SAM ENGINEERING ~ TESTING, L.P.
Serving The Geo-Industry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 • FAX: (972) 790-0967
Geotechnical
Materials SE&T Failure
Testing Investigation
Environmental
LABORATORY
PROCTOR SHEET
REPORT DATE: 6/2/09 TEST DATE: 6/1/09
DATE SAMPLED: 5/29/09
CLIENT: SCI Construction, LTD TEST METHOD: ASTMD-698C*
5467 New Copeland Rd.
Tyler, TX 75703 READ. MIN. °! COMPACTIOPv: s5ib
PROJECT: Pro. Denton Creek Nursing Home REQ. MOISTURE RANGE :
1410 E. Sandy Lake Rd. MATERIAL #1: 16-20
Coppell, TX MATERIAL #2: 10-14
ATTN:
MATERIAL #3:
13-19
MATERIAL #4:
SE&T TECHNICIAN: Mike Saint &
Jude Brignac
PROJECT NO.: 108TX5K9
MATE
RIAl REPORT NO. 13 PAGE 1 OF 1
#
. ~LSC~tf~~lON° ,- Maximum Density Optimum MC
cf~ %
1 Dark & brown mottled gray silty CLAY with some/much
fine sand & limestone nodules 110
16
(LL = 43, PI = 24 &USCS = CL).
2 Dark & reddish brown silty CLAY with some/much
fine sand 119
10
(LL = 29, PI = 14 &USCS = CL).
LIME STABILIZED
3 Reddish yellow brown mottled light gray silty CLAY
with some/much calcerous deposits & F.M.C. 112
15
limestone fragments
(LL = 37, PI = 9 &USCS = CL).
Note: * Due to the presence of 30% or more ravel, Method C was used
.
It has been a pleasure to serve you on this project & we trust that this report is satisfacto
ry.
Very Truly Yours
,
SAM Engineering Te ~ng, L.P.
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~ Ike alnt, Lab anager & Vice President
Pro