Denton Tap 3A-LR060206SAM ENGINEERING & TEST,NG, L.P.
Serving The Geo-lndustry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
IN-PLACE DENSITY OF SOIL
CLIENT:
Head Construction, Inc.
3030 LB J, Suite 7000
Dallas, Texas 75234
REPORT DATE: 216106
TEST METHOD:ASTMD-2292 & 3017
TEST DATE: 2/2/06
PROJECT:
Proposed Coppell Montessori Academy
136 Fitness Court
Coppell, Texas
*ASTM D698A - See Proctor Report for Details
Minimum Required Compaction = 95%
PROJECT#: 817TXIK5
REPORT #: 2 PAGE 1 OF 1
A'FTN: Ken Head SE&T TECHNICIAN: Bdan Taylor
Northwest Comer of Pad Final 0.5 106 17 2 109 16 13-19
Southwest Cc of Pad Final 0.5 105 16 2 109 16 13-19
Northeast Corner of Pad Final 0.5 109 15 I 113 15 12-18
of Pad Final 0.5 109 13 1 113 15 12-18
of Northside of Pad Final 0.5 110 12 I 113 15 12-18
Middle of Southside of Pad Final 0.5 108 15 1 113 15 12-18
Eastside, h x 50'West of Pad Final 0.5 109 14 1 113 15 12-18
i'h x 50' East of Pad Final 0.5 111 14 1 113 15 12-18
All 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,
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
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