Waters Edge P1-CS 930729reed engineering ·
GEOTECHNICAL CONSULTAN~ ~
July 29, 1993
Project No. 1132.2
Report No. 11
Matthews Investments Southwest, Inc.
5220 Spring Valley Road, Suite 500
Dallas, Texas 75240
ATTN: Mr. Tim House
Re:
Construction Materials Testing
Waters Edge, Phase One
Coppell, Texas
Gentlemen:
Submitted here are the results of testing and observation of
construction materials at the-referenced project. This report
addresses the activities of July 19, 1993.
On July 19, 1993, two field density tests were taken on the on-site
fill material placed in the back one-forth of the residential building
pad areas of Block A, Lots 5 and 6. At the time of testing, the
moisture content ranged from 4.7 to 5.7 percentage points below
optimum moisture, with compaction levels of 96.4 to 97.6 percent of
Standard Proctor density. Test results are shown on Plate 1.
If you have any questions, do not hesitate to call.
Sincerely,
INC.
BES/RFR/wde
copies submitted:
(2) Matthews Investments Southwest, Inc./
Mr. Tim House
(1) Nathan D. Maier Consulting Engineers/
Mr. Michael J. Garrett . ~
(1) city of Coppell/Mr. Larry Davis
(1) Austin Bridge & Road/Mr. Terry Tice
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · {FAX) 214/350-OO1t~
reed engineering ,
WATERS EDGE; PHASE ONE
COPPELL, TEXAS
REPORT NO. 11
Date
07-19-93
Test
No.
133
134
Lot/
Dlock
A/5
A/6
Field Density Tests
Depth
Below Unit
Final Dry
S.G. Weight
(feet) (Dcf)
0.0 113.0
0.0 111.6
Com-
pac-
Moisture tion
Content Curve Level
(%) No, (%)
7.9 3 97.6
6.9 3 96.4
GEOTECHNICAL CONSULTANTS
Plate i