Ballet TX-LR050513CLIENT:
SAM ENGINEERING & TESTING, L.P.
Serving The Goo-Industry Since 1974 .~
1115 Luke Street, Suite 100
Irving, Texas 75061
~(9~2) 790-1910 · FAX: (972) 790-0967
E DENSITY OF SOIL
REPORT DATE: 5/13/05
,E03'~'[.BJ, Suite 700
Dallas, TX 75234 TEST METHOD:ASTMD-2292 & 3017
TEST DATE:
Geotechnical
5/10/0~
PROJECT:
Proposed Ballet Academy of Texas
145 Fitness Court
Coppell, TX
*ASTM D698A - See Proctor Report for Details
Minimum Required Compaction = 95%
PROJECT #: 286TXIK5
REPORT #: 2 PAGE 1 OF t
ATTN:
Ken Head SE&T TECHNICIAN: Jude inac
Pad - Southeast
Pad - Center
Pad - Non
Pad - Southeast
Pad Center
Pad Northwest
ast 1st 1 113 11 1 114 14 41-17 1119gll P
1st 1 112 13 1 114 14 11-17 //:t J P
est 1st 1 110 12 1 114 14 11-17 P
asr 2nd 1 109 12 I 114 14 11-17 ~H 9~ P
est 2nd 1 112 13 1 114 141117 p
All densities meet the minimum required values unless otherwise noted.
project and we trust that this report is satisfactory
Very Truly Yours,
SAM Engineering & Testing, L.P.
~en a pleasure to serve you.,~on~l~s
Sadik (SAM) AI-Musawe, M,Sc., Ph.D, P.E
Civil & Environmental Engineer
Texas Registration Number: 61893