Park West CC(02-2)-LR050907 REPORT OF FIELD DENSI~I.I.I.I.I.I.I.I~f TESTS
v .",.. ~, W~. Cummerce Center
Beltline Road and Airline Road
Coppell, Texas
REPORTED TO: Cad--ne Corporation
148130 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 38
REPORT DATE: 09-07-05
REG PROJECT NO. 12468
TECHNICIAN: P. Becerra
PAGE: 1 of 1
Proctor ASTM
No. Standard Description
Optimum Maximum
Moisture, % Density, PCF
25.4 91.5
23.9 94.4
I D-698
2 D-698
Dark gray and Olive brown clay
Dark brown clay w/calcareous nodules and
trace of gravel
Test
No. Date
Location
72 08-24-05 Storm Line: STA 4+00
73 Storm Line: STA 3+50
74 Storm Line: 160'S, 55'W(1)
75 Storm Line: 443'S, 54'W(1)
76 08-25-05 Storm Line: STA4+00
77 Storm Line: STA 3+50
DepthG.
Below Field
Final S. Density
(feet) (pcf)
1.0 85.0
1.0 83.2
1.0 84.9
1.0 85.1
1.0 90.1
1.0 90.5
Field
Moisture
(%)
29.0
25.9
28.4
28,9
26.0
26.2
Proctor Compaction
ID Level(%)
92.8 (*)
90.9 (*)
92.7
1 93.0
2 95.4
2 95.8
otherwise.
(*) indicates failing test, not retested as of this report.
Footnote: (1) Measurements referenced from N.E. corner of Building 1.
unless noted
Mail
Distribution: (1) Cadence McShane Corporation/
Mr. Bobby Parer
(1) Commerce Construction Co., LP/
Mr. Rick Wyly
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Northwestern Investment Mgmt./
Mr. Ernest Willmore
(1) Stewart Consulting Associates/
Mr. Mike Smith
Submitted by:
REED ENGINEERING GROUP, LTD.
gned By
Atkins
CMT
2424 STUTZ DR. ,, SUITE 400 ,, DALLAS, TX 75235 ,, tEL [214] 350 5600 "* F^X [214] 350 0019