Belt Line Trade-LR061130
REED EnGinEERinG
GEOTECHNICAL AND GAD U P
ENVIRONMENTAL CONSULTANTS
REPORT OF D DENSITY TESTS
Belt rade Center Building A
500 E. Belt Line Road
Coppell, Texas
REPORTED TO: IDI
5420 LBJ Freeway, Suite 1275
Dallas, Texas 75240
ATTN: Mr. Chris Parnell
REPORT NO. 153
REPORT DATE: 11-30-06
REG PROJECT NO. 13335
TECHNICIAN: D. Gazley
PAGE: 1 of 1
CONTRACTOR: Raymond Construction
Proctor ASTM Optimum
No. Standard Descri tion Moisture, %
1 0-698 Oark red & gray clay 18.6
2 0-698 Orange & gray sandy clay 16.4
3 0-698 Tan & gray sandy clay 10.9
4 0-698 Oark brown & gray clay 20.6
5 0-698 Light brown & gray clay w/calcareous 21.2
nodules
6 0-698 Red brown & gray shaley clay (lime-treated) 18.9 101.1
7 0-698 Yellowish brown cia lime-treated 20.0 102.8
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date location feet c % 10 level %
529 11-15-06 Paving: 50'N, 40'W(1) 0.0 96.3 19.3 6 95.3
530 Paving: 240'N, 40'W(1) 0.0 101.3 20.6 7 98.5
531 Paving: 160'8, 75'E(1) 0.0 101.1 20.9 4 98.3
532 Paving: 70'N, 450'W(1) 0.0 100.8 21.5 4 98.1
533 Pavin : 220'8, 30'E 2 0.0 102.3 20.6 4 99.5
Comments: INhere tested, materials were :n compliance with project specifications.
Footnotes: (1) Measurements referenced from S.W. building corner.
(2) Measurements referenced from S.E. building corner.
Mail
Distribution:
Submitted by:
(1) IDI/Mr. Chris Parnell
(1) Raymond Construction/
Mr. David Layne
(1) City of Coppell/Mr. Larry Davis
(1) City 0 ell/Mr. Lee Stone
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REED ENGINEERING GROUP , LTD.
Original Signed By
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2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . FAX [214] 3500019