Park West CC(02-2)-LR051003GEOTECHNICAL AND ~ ~ ~ I I F~
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 Montfod Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Parer
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 55
REPORT DATE: 10-03-05
REG PROJECT NO. 12468
TECHNICIAN: P. Becerra
PAGE: 1 of 2
Proctor ASTM Optimum Maximum
No. Standard Description Mo sture, % Density, PCF
1 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
TNeoS~ Date
Compaction
Location Level (%)
126 09-12-05 Water Line: E.2-3.8 97.8
127 Water Line: E.2-7.7 95.0
128 Water Line: E.2-16.3 98.0
129 Water Line: E.2-20.2 97.4
130 Paving: 80'N, 20'W(1) 96.6
131 Paving: 280'N, 25'W(1 ) 95.2
132 Paving: 150'S, 30'W(2) 96.8
133 Paving: 15'N, 80'E(2) 97.6
134 Paving: 20'N, 75'E(3) 97.2
135 Paving: 135'S, 30'W(3) 107.0(*)
136 Paving: 120'S, 130'W(3) 110.0(*)
137 Bldg Pad B: 265'N, 85.2(*)
410'E(1)
138 Bldg Pad B: 105'N, 35'E(1) 0.0 81.0 22.2 3 85.2(*)
139 Bldg Pad B: 125'N, 50'W(4) 0.0 84.3 23.0 3 88.7(*)
140 Bldg Pad B: 245'N, 60'W(4) 0.0 80.0 22.8 3 84.2(*)
141 09-13-05 Paving:45'S, 21'W(5) 0.0 110.2 16.2 3 116.0(*)
142 Paving: 370'S, 33'W(5) 0.0 110.4 16.4 3 116.0(*)
Depth Field Field
Below
Final S.G. Density Moisture Proctor
(feet) (pcf) (%) ID
1.1 89.5 29.0 1
1.0 87.0 30.3 1
1.0 89.7 29.6 1
1.0 89.2 29.4 1
0.0 91.8 28.3 3
0.0 90.5 30.4 3
0.0 92.0 28.6 3
0.0 92.8 29.1 3
0.0 92.4 28.6 3
0.0 102.0 20.1 3
0.0 104.5 18.2 3
0.0 81.0 22.0 3
Comments: Where tested, materials were in compliance with project specifications, unless noted
otherwise.
(*) Indicates failing test, not retested as of this report.
2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL [214] 3505600 · F^X [214] 3500019
REPORT NO, 55
REPORT DATE: 10-03-05
REG PROJECT NO. 12468
PAGE: 2 of 2
Footnotes: (1) Measurements referenced from S.W corner of Building B. (2) Measurements referenced from N.W. corner of Building B.
(3) Measurements referenced from N.W. corner of Building A.
(4) Measurements referenced from S,E. corner of Building B.
(5) Measurements referenced from 2nd approach at N,E. corner of job site.
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
(1) Stewart Consulting Associates/
Mr. Mike Smith
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, CMT
AE/rs
GEOTECHNICAL AND G [:==1 I'--1 I I p
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
~J~C~St 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
REPORT NO. 65
REPORT DATE: 10-03-05
REG PROJECT NO. 12468
TECHNICIAN: P. Becerra
PAGE: 1 of 2
Proctor ASTM
No. Standard
1 D-698
2 D-698
3 D-698
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
4 D-698 j Dark brown clay w/trace limestone 23.3 95.4
~ ~" fra9ments (lime-treated)
~.- Depth
~ Below Field Field
Te~l{I I~lVJ~ Final S.G. Density Moisture Proctor C~
N~,~/ Dat~ ~1~ Locati,o,n , I (feet) I (Pcf) I (%)1 ID I 'l~vel(%)
114~ 09-14-05 Bldg Pad B: 265,N, 40,E(1) 0.0 90.7 24.0 4 /95.0(*)
144 Bldg Pad B: 105,N, 35,E(1) 0.0 90.9 24.3 4 /95.2(*)
145 Bldg Pad B: 125,N, 50,W(2) 0.0 91.8 25.8 4 / 96.2(*)
146 Bldg Pad .B,: 245,N, 60 W(3) 0.0 91.1 25.7 4 / 95.4(*)
147 Paving: 45,S,, 21 ,,W,(7) 0.0 90.9 25.0 4 / 95.2(*)
148 Paving: 320 s, ,3,3 w(7) 0.0 91.5 25.4 4 I 95.9(*~,,~
149 09-15-05 Bldg Pad B 75 S, 50 E(4) 0.0 90.8 23.8 4
150 Bldg Pad B: 265'S, 40'E(4) 0.0 90.7 24.0 4 95.0
151 Bldg Pad B: 280'S, 45'E(5) 0.0 91.1 26.0 4 95.4
152 Bldg Pad B: 95'S, 38'W(5) 0.0 93.0 23.9 4 97.4
153 09-16-05 Paving: 135'S, 30'W(2) 0.0 90.9 25.1 4 95.2
154 Paving: 120'S, 130'W(2) 0.0 91.3 25.9 4 95.7
155 Paving: 24'S, 75'E(5) 0.0 92.0 26.0 4 96.4
156 Paving: 235'S, 80'W(2) 0.0 91.8 24.7 4 96.2
157 Paving: 100'N, 75'W(6) 0.0 93.0 26.0 4 97.4
158 Paving: 250'N, 80'W(6) 0.0 91.1 25.0 4 95.4
Comments: Where teste~aterials were in compliance with project specific~ions.
/ I
' - '~/
2424 STUTZ DR. ,~ SUITE 400 · DALLAS, TX 75235 · TEL [214] 3505600 ,, F^X [214] 3500019
REPORT NO. 65
REPORT DATE: 10-03-05
REG PROJECT NO. 12468
PAGE: 2 of 2
Footnotes: (1) Measurements referenced from S.W. corner of Building B.
(2) Measurements referenced from N,W. corner of Building A.
(3) Measurements referenced from S.E. corner of Building B.
(4) Measurements referenced from N.W. corner of Building B.
(5) Measurements referenced from N.E. corner of Building B.
(6) Measurements referenced from S.W. corner of Building A.
(7) Measurements referenced from N.E. property corner.
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
(1) Stewart Consulting Associates/
Mr. Mike Smith
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr. Manager, CMT
AE/cn