ST9801-LR080530FREELD I Er-1M I r1EEF=;lIr1G
GEOTECHNICAL AND G Fq Cl LI F=3
ENVIRONMENTAL CONSULTANTS
REP;i425 Fl teENSITY TESTS
est Addition
Airline Drive 01
Coppell, Texas
REPORTED TO: BMC West Corporation
425 Airline Drive, Suite 200
Coppell, Texas 75019
ATTN: Mr. Danny McQuary
CONTRACTOR: D/B Constructors, Inc.
/ .� 0 0 S
REPORT NO. 8
REPORT DATE: 05 -22 -08
REG PROJECT NO. 14935
TECHNICIANS: M. Wood &
D. Fortenberry
PAGE: 1 of 1
Proctor
ASTM
Optimum
Likaximurn
No.
Standard
-Description
Moisture, %
;it y, PCF
1
D -698 Dark brown clay
27.0
91.8
2
D -698 Yellowish brown weathered shale
25.7
94.2
3
D -698 Dark yellowish brown clay w /limestone
21.1
97.6
fra ments
Depth
Below
Field
Field
Test
Final S. G.
Density
Moisture
Proctor
Compaction
No.
Date
Location
feet
c
%
ID
Level
53
05 -01 -08 Leave -out: 50'S, 2'W(1) 0.0
85.3
34.7
1 92.9
54
Leave -out: 80'S, 2'W(1) 0.0
86.9
31.6
1 94.6
55
Leave -out: 110'S, 2'W(1) 0.0
85.2
34.1
1 92.8
56
Leave -out: 20'N, 2'W(2) 0.8
87.0
32.0
1 94.7
57
Leave -out: 3'N, 30'W(2) 0.8
85.7
32.2
1 93.3
58
05 -02 -08 Leave -out: A.5 -1 0.0
88.8
30.5
1 96.7
59
Leave -out: C.2 -1 0.0
88.5
29.9
1 96.4
60
Leave -out: E.8 -1 0.0
89.0
29.4
1 96.9
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.E. building corner.
(2) Measurements referenced from S.E. building corner.
E -Mail Submitted by:
Distribution: (1) BMC West Corporation/
Mr. Danny McQuary
(1) Pross Design Group/
Mr. Charles Miller
(1) D/B Constructors, Inc./
Mr. Michael Smith
(1) BMC West Corporation/
Mr. Mike Marino
(1) Hunt & Joiner /Mr. Steve Dial
Mail
Distribution: (1) Icon Consulting Engineers/
Mr. David Gregory
(1) City of Coppell /Mr. Larry Davis
(1) City of Coppell /Mr. Lee Stone
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, CMT
BES /rs
2424 STUTZ DR. . SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019