Northlake 635(4)-LR001121GEOTECHNICALAND G F:I r~ I I p
ENVIRONHENTA1 CONSULTANTS
REPORT OF LABORATORY COMPACTION TEST
Coppell Tech Center II
1322 Crestside
Coppell, Texas
REPORTED TO: Bob Moore Construction Co.
1110 N. Watson Road
Arlington, Texas 76011
ATTN: Mr. Ed T. McGuire
REPORT NO. 41
REPORT DATE: 11-21-00
REG PROJECT NO. 7044
SAMPLE DATE: 11-16-00
CONTRACTOR: Bob Moore Construction Co.
Curve Optimum Maximum
No. Soil Classification Proctor Type Moisture, % Density, pcf
Olive brown clay (lirne-
2 treated) ASTM D-698 20.5 96.0
97.0
96.0
95.0
94.0
93.0
92.0
91.0
._ 90.0
89.0
88.0
14.5 16.5 18.5 20.5 22.5 24.5 26.5
Moisture Content (%)
Mail
Distribution: (1) Bob Moore Construction Co./
Mr. Ed T. McGuire
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) McHale Consulting Engineering/
Mr. Gary McHale
(1) CMC-Commercial Realty/
Mr. Steve Huff
(1) AECC, Inc./Mr. Chad Stevens
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
James F. Phipps, P.E.
JFP/cdl
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019