Denton Creek NH-LR090702~7AM 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
IN-PLACE DENSITY OF SOIL
Geotechnical
Materials SE&T Failure
Testing Investigation
Environmental
CLIENT: SCI Construction, LTD
5467 New Copeland Rd.
Tyler, TX 75703
PROJECT: Pro. Denton Creek Nursing Home
1410 E. Sandy Lake Rd.
Coppell, TX
PROJECT #: 108TX5K9
REPORT DATE: 7/2/09 TEST DATE: 7/2/09
TEST METHOD:ASTMD-2922 & 3017
"ASTM D698A -See Proctor Report for Details
Minimum Required Compaction = 95%
REPORT #: 26 PAGE 1 OF 1
4TTN: Brandon Parker SE&T TECHN ICIAN Robert James
TEST AREA FIEL D RESULTS LAB RESULTS
LOCATION:: LIFT
# DEPTH
FEET DENSITY
PCF MC
% MAT
# MAX DEN
PCF OPT'
MC °I° RANGE
MC COMP
°1° PA
FA
i.S. -Intersection of South & East Firelane 1st 1 106 17 1 110 16 16-20 96.6 P
3.S. -Intersection of South & East Firelane Final 1 108 18 3 112 15 13-19 96.4 P
3.S. - 20' S.E. of S.E. Corner of Bldg. In the Parking Lot 1st 1 105 18 1 110 16 16-20 95.4 P
~.S. - 20' S.E. of S.E. Corner of Bldg. In the Parking Lot Final 1 107 17 3 112 15 13-19 95.5 P
dote: S.S. = Sanitary Sewer
III densities meet the minimum required values unless otherwise noted. It has been a pleasure to serve you on this
project and we trust that this report is satisfactory.
1ery Truly Yours,
3AM Engineering & Testi , L.P.
~~
Jli Saint, ab Hager & Vice President
texas Professional Firm Registration No: F-001587
G:/2009/108tx5k9/Density/DE N26