Gateway BP(1.4)-LR021009Curve
No.
Soil Classification
Proctor Type
Optimum
Moisture,
Maximum
Density, pcf
3
Dark gray clay (lime
treated)
ASTM D -698
26.1
92.1
REPORTED TO: Catellus Development Corp.
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
CONTRACTOR: John S. Burns Construction
REPORT OF LABORATORY COMPACTION TEST
Haverty's Infrastructure
Gateway and Exchange
Coppell, Texas
Mail
Distribution: (1) Catellus Development Corp.!
Mr. Robert McCann
(1) City of Coppell /Mr. Larry Davis
(1) John S. Burns Construction/
Mr. Rich Kretsch
(1) Halff Associates, Inc./
Mr. Travis Markham
E E> =7 I Er 1G I IIEERI
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 11
REPORT DATE: 10 -09 -02
REG PROJECT NO. 9256
SAMPLE DATE: 10 -02 -02
c 4.5
co
4.0
0)
E
O
a>
a
a�
0
O
a
3.5
3.0
2.5
2.0
24.0 26.0 28.0 30.0
Moisture Content
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, C.M.T.
KEA/cdl
Zv
rO,CY
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
GRDIJ