Park West CC(02-2)-LR051010ENVIRONHENTAL CONSULTANTS j
CONCRETE CYLINDER
Coppell, Texas
PO #5126-0103P
REPORTED TO: Cadence McShane Corporation
14860 Montfod Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
Location of Sample
REPORT NO. 64
REG PROJECT NO. 12468
SAMPLE DATE: 09-12-05
TECHNICIAN: A. Chairez
Set Number
Location
1 Junction Box
Quantity Represented
8/8
Mix Identification
Design Information
Source of Concrete I
LMC 1551
Test Results
Specified Strength p.s.i.
4000
Set Cylinder
N~. I ID
4067
4067
4067
4067
Age @ Total Load
Date Tested Test lbs.
09-19-05 7 82780
10-10-05 28 105410
10-10-05 28 107170
Hold H
Compressive Average
Strength p.s.i. Strength p.s.i.
2930
3730
3790 3760
Cylinder Data
Set Cylinder Time of Concrete Air Ticket
No. I ID Slump Sample Air Temp. Temp. Entrainment Number
I 4067 5.0 4:15PM 94 90 4.0 3201031
Mail
Distribution: (1) Cadence McShane Corporation/
Submitted by:
Mr. Bobby Paret REED ENGINEERING GROUP LTD.
Mr. Rick Wyly o' ned By
Larry
(1) City of Coppell/Mr. Davis
Lee Stone
(1) City of Coppell/Mr. herly, III
Northwestern Investment Mgmt./
(1)
Mr. Ernest Willmore ,soc~ate ce
(1) Stewart Consulting As' '
Mr. Mike Smith
2424 STUTZ DR. ,* SUITE 400 ,* DALLAS, TX 75235 ,, TEL [214] 350 5600 * FAX [214] 3500019
GEOTECHNICAL AND ~ jc~j r-'l U P
ENVIRONMENTAL CONSULTANTS
REPORT OF REINFORCING
STEEL PLACEMENT OBSERVATION
Park West Commerce Center
Beltline Road and Airline Road
Coppell, Texas
PO #5126-0103P
REPORTED TO: Cadence McShane Corporation
14880 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 72
REPORT DATE: 10-10-05
REG PROJECT NO. 12468
DATE OBSERVED: 09-21-05
TECHNICIAN: G. Tsougarakis
PAGE: 1 of 1
[ Items Observed:
J Paving: 50 to 750'N and 15 to 55'W from the S.W. corner
of Building B.
Reference Plans or Notes Used: ] Sheet C5,1
~There were no deviations noted.
The reinforcing steel placed at the above referenced locations was observed with
respect to the referenced portions of the contract documents.
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
Ronald F. Reed, P.E.
BW/mg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 ,, T[L [214] 350 $600 · ~^x [214] 350 0019
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. 73
REPORT DATE: 10-10-05
REG PROJECT NO. 12468
TECHNICIAN: P. Becerra
PAGE: 1 of !
Proctor ASTM
No. Standard
1
2
3
4
Description
D-698 Dark gray and Olive brown clay
D 698 Dark brown clay w/calcareous nodules and
trace of gravel
D-698 Dark brown clay (lime-treated)
D-698 Dark brown clay w/trace limestone
fragments (lime-treated)
Optimum Maximum
Mo sture, % Density, PCF
25.4 91.5
23.9 94.4
22.9 95.0
23.3 95.4
Test
Ne-
159
160
i161
162
163
164
Date
Location
09-22-05 BldgBPlumbingTrench:D5-21.2
Bldg B Plumbing Trench: D.5-17.4
Bldg B Plumbing Trench: D.7 16.0
Bldg B Plumbing Trench: D 7-10.0
BIdg B Plumbing Trench: D.5-8,6
Bldg B Plumbing Trench: D.5-3.5
BelowDepth Field Field
Final S. G. Density MoistureI Proctor I Compaction
(feet) pcf) (%) D Level (%)
1.0 91.0 25.1 3 95.7
1.0 90.6 25.6 3 95.3
1.0 91 8 24.8 3 96.6
1.0 90.9 25.5 3 95.6
1.0 91.7 24.6 3 96.5
1.0 90.8 25.6 3 95.5
Comments: Where tested, materials were in compliance with project specifications.
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
BW/m9
:424 SILJfZ DR · SUITE 400 · DAllAS fX 7523~ · rb [214] 350 560C · ~^x [214] 350 0019
REPORT OF PIER OBSERVATION
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. 74
REPORT DATE: 10-10-05
REG PROJECT NO. 12468
TECHNICIAN: A. Chariez
PAGE: 1 of 1
Pier Diameter Bell Diameter Depth Before Final Depth Concrete
Date Pier No. (inches) (nches) Bell (feet) of Pier (feet) Length (feet)
09-22-05 C 17 18 44 141 14.2 14.2
C-16 18 44 14.1 14.1 14.1
C-14 18 44 15.1 15.2 15.2
C-13 18 44 15.2 15.5 15.5
C-12 18 44 143 14.5 14.5
Cd1 18 44 148 15.0 15.0
C-10 18 44 144 14.4 14.4
C 17 18 44 151 15.3 15.3
D-16 18 44 151 15.1 15.1
D-14 18 44 14 6 14,7 14.7
D-13 18 44 145 14.5 14.5
D-12 18 44 14.4 14.5 14.5
D-11 18 44 14.3 14.3 14.3
D 10 18 44 14.2 14.4 14.4
D-8 18 44 14.2 14.2 14.2
D-7 18 44 14.2 14.4 14.4
D-6 18 44 14.5 14.6 14.6
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
Ronald F. Reed, P.E
BW/mg
2424STUTZ DR · SUITE 400 * DAI!AS, TX 75235 · ~n [214} 350 5600 · ~^× [214] 3500019