Park West CC(02-2)-LR051024GEOTECHNICAL AND G F~ r-~ U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Park West Commerce Center
Beltline Road and Airline Road
Coppell, Texas
PO #5126-0103P
REPORTED TO: Cadence McShane Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
Proctor ASTM
No. Standard
1 D-698
2 D-698
3 D-698
4 D-698
Test
No. Date
168 10-13-05 Electrical Line: 205%, 115'W(1)
169 10-14-05 Electrical Line: 365'S, 35'E(1)
170 Electrical Line: 365%, 35'E(1
171 Electrical Line: 15'N, 40'W(2)
172 Electrical Line: 50'N, 40'W(2)
REPORT NO. 110
REPORT DATE: 10-24-05
REG PROJECT NO. 12468
TECHNICIAN: P. Becerra
PAGE: 1 of 1
Optimum Maximum
Description Moisture, % Density, PCF
Dark gray and Olive brown clay 25.4 91.5
Dark brown clay w/calcareous nodules and 23.9 94.4
trace of gravel
Dark brown clay (lime-treated) 22.9 95.0
Dark brown clay w/trace limestone 23.3 95.4
fragments (lime-treated)
Depth
Below Field Field
F nal S G Dens ty Mo sture Proctor Compaction
Location (feet) J (pcf) (%) J ID J Level(°/°)
1.0 89.0 30.8 1 97.2(*)
1,0 87.3 31.0 1 95.7(*)
0.0 88,0 27.3 1 96.2
1.0 88,9 26.4 1 97,1
0.0 88.7 27.9 1 96.9
Comments: Where tested, materials were in compliance with project specifications.
(~) indicates passing retest from 10-06-05 and 10-10-05, Report No. 104.
Footnotes: (1) Measurements referenced from N.E. corner of Building B.
(2) Measurements referenced from N.W. corner of Building A.
Mail Submitted by:
Distribution: (1) Cadence McShane Corporation/
Mr. Bobby Paret
(1) Commerce Construction Co., LP/
Mr. Rick Wyly
(1) City of Coppell/Mr. Larry Davis
(1) City of CoppelVMr. Lee Stone
(1) Northwestern Investment Mgmt./
Mr. Ernest Willmore
(1) Stewart Consulting Associates/
Mr. Mike Smith
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, CMT
BW/cn
2424STUTZ DR * SUITE 400 · DALLAS, TX 75235 · TEL (214) 3505600 ' FAX [214) 350 0019
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GEOTECHNICALAND ~ R r--i I I p
E NVIP. O NT4 ENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Park West Commerce Center
~ Beltline Road and Airline Road
Coppell, Texas
PO #5126-0103P
REPORTED TO: Cadence McShane Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Parer
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 104
REPORT DATE: 10-25-05
REG PROJECT NO. 12468
TECHNICIAN: P. Becerra
PAGE: 1 of 1
Proctor ASTM [ Optimum Maximum Density,
No. Standard Description Moisture, % PCF
I D-698 Dark gray and Olive brown clay 25.4 91.5
2 D-698 Dark brown clay w/calcareous nodules and 23.9 94.4
trace of gravel
Dark brown clay (lime-treated)
Dark brown clay w/trace limestone
fragments (lime-treated)
3 D-698 229 95.0
4 D-698 23.3 95.4
Below ] Field Field
Final S.G. Density Moisture
No. Date Location (feet) (pcf) (%) D
165 10-06-05 ElectricaITrench: 205'S, 115'W(1) 1.0 82.0 25.0 1
166 Electrical Trench: 180'S, 108'W(1) 1.0 870 26.1 ~
167 10-10-05 Electrical Trench: 365'S, 35'E(1) 1.0 83.6 17.0
Footnote: (1) Measurements referenced from N.E. corner of Building B.
Mail
Distribution: (1) Cadence McShane Corporation/
Mr. Bobby Parer
I (1) Commerce Construction Co., LP/
t~Mr. ~ick Wyly
~, (~D,C~of Coppell/Mr. Larry Davis
~vcf) 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.,~
Origina' Signed BY 10 ~'~/j~ ' I~ ~7f
Bill Woolwine
Sr. Manager, CMT
BW/mg
2424STUTZ DR · SUITE 400 · DALLAS TX 75235 · TEL (214) 3505600 · FAX (214) 3500019