Ballet TX-LR050616CLIENT:
S^M E.GI.EEnI.G & TESTING, ,.,.
'~j~ Serving The Goo-Industry Since 1974 ~
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Geotechnical
Er~vironmental
IN-PLACE DENSITY OF SOIL
Head Construction, Inc. REPORT DATE: 6/16/05
TEST DATE: 6/15/0{
3030 LB J, Suite 700
Dallas, TX 75234
PROJECT: Proposed Balle?.~.~cadem~of Texas
145 F?jJ~es~-Cou rt
......-~O~ppell, TX
F~ROJECT if: 286TXlK5
ATTN: Ken Head
TEST METHOD:ASTMD-2292 & 3017
*ASTM D698A - See Proctor Repor~ for Details
Minimum Required Compaction = 95%
REPORT#: 11 PAGE 1OF1
SE&T TECHNICIAN: Dann~
Northwest Corner of Pad
Southwest Corner of Pad
Center of Pad
Northwest Comer of Pad
Southwest Corner of Pad
113
114
115
116
115
All densities meet the minimum required values unless otherwise noted. It has ~sure to serve you on this
project and we trust that this report is satisfactory.
Very Truly Yours,
SAM Engineering & Testing, L.P.
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893