Denton Creek NH-LR090604 (2)AM 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
LABORATORY
PROCTOR SHEET
Geotechnical
Materials SE&T Failure
Testing Investigation
Environmental
REPORT DATE: 6/8/09 TEST DATE: 6/4/09
DATE SAMPLED: 6/3/09
CLIENT: SCI Construction, LTD TEST METHOD: ASTMD-698A
5467 New Copeland Rd.
Tyler, TX 75703 REGD. MIN. % COMPACTION: 95%
REQ. MOISTURE RANGE:
PROJECT: Pro. Denton Creek Nursing Home
1410 E. Sandy Lake Rd. MATERIAL #1: 16-20
Coppell, TX MATERIAL #2: 10-14
MATERIAL #3: 13-19
ATTN: MATERIAL #4: 27-31
SES~T TECHNICIAN: Mathew Varughese
PROJECT NO.: 108TX5K9 REPORT NO. 17 PAGE 1 OF 1
MATERIAL
# DESCRIPTION Maximum'Density
~7Cf Opti mum MC
1 Dark & brown mottled gray silty CLAY with some/much 110 16
fine sand & limestone nodules
(LL = 43, PI = 24 &USCS = CL).
2 Dark & reddish brown silty CLAY with some/much 119 10
fine sand
(LL = 29, PI = 14 &USCS = CL).
LIME STABILIZED
3 Reddish yellow brown mottled light gray silty CLAY 112 15
with some/much calcerous deposits & F.M.C.
limestone fragments
(LL = 37, PI = 9 &USCS = CL).
4 LIME STABILIZED
Dark & yellowish brown mottled light gray silty CLAY g4 27
with some/much fine sand &calcerous deposits
IL L. (LL = 50, PI = 12 &USCS = MH).
Il I tas ueelt a pleasure to serve you on tnls protect tk we trust that this report is satisfactory.
Very Truly Yours,
SAM Engineering & Testing, L. P.
ik aln , ab t ce President
Pro