Town Center L2B3-LR041008GEOTECHNiCAL AND [~ ~ I'--1 I I ~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Village at Town Center
240 N. Denton Tap Road
Coppell, Texas
REPORTED TO: CTC-Village at Town Center, Ltd.
12201 Merit Drive, Suite 170
Dallas, Texas 75241
ATTN: Mr. Alen Hinckley
CONTRACTOR: HCI General Contractors
REPORT NO. 39
REPORT DATE: 10-08-04
REG PROJECT NO. 11453
TECHNICIAN: B. Shea
PAGE: 1 of 1
Proctor ASTM Optimum Maximum
No. Standard Description Mo sture, % Density, PCF
Dark brown & brown clay 13.0 112.9
Dark brown clay 15.0 111.6
Yellowish & reddish brown clayey sand 13.2 112.0
D-698
2 D-698
3 D-698
Test Depth
Below Field I Field
Proctor
Final S.G. D,~ty Moisture
No. Date Location [ (feet) ~ I (%) I ID
11 09-16-04 Bldg Pad: 30'S, 75'W(1) 0.0 ,~ 110.~ 15.4
1
12 Bldg Pad: 30'N, 30'E(2) 0.0.~r~ I10~ 16.5 1
13 Bldg Pad: 25'N, 70'E(2) 0,¢ //J/~ I1~1 13.6 1
14 Bldg Pad: 35'S, 20'W(1) 0jO0 ~' 1 _~._'J~..¢ 16.3 1
Comments: Where tested, materials were in c~m a~with
project
specifications.
referenced frdC;t,J~fl corner.
Footnotes: (1) Measurements --. building
(2) Measurements referenced from S.W. building corner.
Compaction
Level (%)
97.8
97.4
99.3
97.9
Mail
Distribution:
(1) CTC-Village at Town Center, Ltd./
Mr. Alen Hinckley
(1) HCI General Contractors/
Mr. Mark Nelon
(1) Daniels & Associates Architects/
Mr. Randy Daniels
(1) UBSE/Mr. Gary Ten Eyck
(1) AECC, Inc./Mr. Chad Stephens
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkin8
Manager, CMT
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