Park West CC(02-2)-LR050726GEOTECHNICALAND [~ J=:;J I'--I I I p
ENVIRONMENTAL CONSULTANTS
!PORT OF FIELD DENSITY TESTS
West Commerce Center
Beltline Road and Airline Road
Coppell, Texas
REPORTED TO: Cadence McShane Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 1
OJECT NO. 12468
CLAN: P. Becerra
I II '--.^GE: 1 of 1
Proctor ASTM
No. Standard
D-698
2 D-698
Optimum Maximum
Description Mo sture, % 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
Test
No. Date
Location
1 07-13-05 Bldg Pad A: 155'N, 40'W(1)
2 Bldg Pad A: 25'N, 30'W(1)
3 07-14-05 Bldg Pad A: 40'N, 175'W(1)
4 Bldg Pad A: 80'N, 100'W(1)
5 07-16-05 Bldg Pad A: 275'N, 100'W(1)
6 Bldg Pad A: 225'N, 5'W(1)
Depth Field FieldCompaction
Below
Final S.G. Density Moisture Proctor
(feet) (pcf) (%) ID J .~e,vel (%)
0.0 90.3 24.0 2 f 96.0
0.0 90.6 24.4 2 jr 96.0
0.0 87.5 26.0 1 J 96.0
0.0 88.0 26.4 1 \ 96.1
0.0 88.5 26.0 1 ~ 97.0~,,~
0.0 89.7 25.9 1
Comments: Where tested, materials were in compliance with project specifications. ~,
Footnote: (1) Measurements referenced from S.E. building corner.
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
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
AE/cn
2424STUTZ DR. ,, SUITE400 ,, DALLAS, TX 75235 ,, TEL [214] 3505600 · F^X [21413500019
~RT OF FIELD DENSITY TESTS
rk West Commerce Center
Beltline Road and Airline Road
Coppell, Texas
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 Description
1 D-698 Dark gray and Olive brown clay
2 D-698 Dark brown clay w/calcareous nodules and
trace of gravel
REPORT NO. 2
REPORT DATE: 07-26-05
REG PROJECT NO. 12468
TECHNICIAN: P. Becerra
PAGE: 1 of 1
Optimum
Mo sture, %
25.4
23.9
Maximum
Density, PCF
91.5
94.4
Test Depth
Below
Final S. G.
No. Date Location (feet)
7 07-18-05 Bldg Pad A: 510'N, 75'W(1) 0.0
8 Bldg Pad A: 475'N, 5'W(1) 0.0
9 07-19-05 Bldg Pad A: 200'S, 20'E(1) 0.0
10 Bldg Pad A: 250'S, 20'E(1 ) 0.0
Field
Density
(pcf)
92.1 2 98.0
91.5 2 97.0
90.7 2 96.1
92.3 2 97.8
Field
Moisture
(%)
24.0
27.2
24.9
25.1
Proctor Compaction
ID Level(%)
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from S.E. corner of Building A.
(2) Measurements referenced from N.W. corner of Building A.
Mail
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 Coppell/Mr. Lee Stone
(1) Northwestern Investment Mgmt./
Mr. Ernest Willmore
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
AE/cn
2424STUTZ DR. "* SUITE 400 · DALLAS, TX 75235 · 1EL [214] 350 5600 * F^X [214] 3500019