Park West CC(02-2)-LR051206 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
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 151
REPORT DATE: 12-06-05
REG PROJECT NO. 12468
DATE OBSERVED: 11-18-05
TECHNICIAN: D. Balderas
PAGE: 1 of 1
Items Observed:
I Paving Building A: 45-133'N, 5-50'W from S.W. building
corner.
Reference Plans or Notes Used: I Sheet C.5
~-~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 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.
Odginal Signed By
Ronald F. Reed, P.E.
BW/rs
2424STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL[214]3505600 · F^X [21413500019
ENW P, ON P1ENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Park West Commerce Center
Beltline Road and Airline Road
Coppell, Texas
PO #5'126-0103P
REPORTED TO:
Cadence McShane Corporation
14860 Montfod Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Bobby Paret
CONTRACTOR: Cadence McShane Corporation
Location of Sample
Set Number I Location
REPORT NO. 143
REG PROJECT NO. 12468
SAMPLE DATE: 11-08-05
TECHNICIAN: G. Tsougarakis (Sets 1-3)
C. Johnson (Sets 4-8)
PAGE: 1 of 2
I Quantity Represented
Paving: 425'N, 110'W of SW corner of Bldg. A 40/800
Paving: 400'N, 150'W of SW corner of Bldg. A 140/800
Paving: 350'N, 180'W of SW corner of Bldg. A 240/800
Paving: 50'S, 65'W of SW corner of Bldg. A 340/800
Paving: 360'N, 45'E of south approach 440/800
Paving: 220'N, 50'E of south approach 540/800
Paving: 200'N, 45'E of south approach 640/800
Paving: 130'N, 25'S of south approach 740/800
Design Information
Source of Concrete I Mix Identification I Specified Strength p.s.i.
Osburn 40A55 4000
Test Results
Sst Cylinder Age @ Total Load Compressive Average
No. D Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
1 5786 11-15-05 7 109630 3880
5786 12-06-05 28 150070 5310
5786 12-06-05 28 146330 5180 5250
5786 Hold H
2 5787 11-15-05 7 108830 3850
5787 12-06-05 28 137980 4880
5787 12-06-05 28 132010 4670 4780
5787 Hold H
3 5788 11 - 15-05 7 91500 3240
5788 12-06-05 28 120630 4270
5788 12-06-05 28 118680 4200 4240
5788 Hold H
4 5789 11-15-05 7 99610 3530
5789 12-06-05 28 132770 4700
5789 12-06-05 28 120260 4260 4480
5789 Hold H
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600" FAX [214] 350 0019
REPORT NO. 143
REG PROJECTNO. 12468
SAMPLE DATE: 11-08-05
PAGE: 2 of 2
Test Results
Set Cylinder Age @ Total Load
No. ID Date Tested Test lbs.
5 5790 11-15-05 7 99150
5790 12-06-05 28 130140
5790 12-06-05 28 125980
5790 Hold H
Compressive Average
Stren~lth p.s.i. Strength p.s.i.
3510
4610
4460 4540
6 5791 11-15-05 7 82890 2930
5791 12-06-05 28 122140 4320
5791 12-06-05 28 112730 3990
5791 Hold H
7 5792 11-15-05 7 102820 3640
5792 12-06-05 28 135370 4790
5792 12-06-05 28 137450 4860
5792 Hold H
8 5793 11-15-05 7 93250 3300
5793 12-06-05 28 127450 4510
5793 12-06-05 28 130280 4610
5793 Hold H
4160
483O
456O
3¥1inder Data
Set Cylinder Time of Concrete
No. D Slump Sample Air Temp. Temp.
1 5786 4.0 5:15AM 72 76
2 5787 4.5 6:30^M 75 78
3 5788 5.0 7:30AM 75 78
4 5789 6.0 9:35AM 74 74
5 5790 6.0 10:45AM 76 84
6 5791 6,5 2:28PM 78 86
7 5792 6.5 4:30PM 86 92
8 5793 6.0 6:05PM 74 80
Air Ticket
Entrainment Number
4.2 12544
4.3 12545
4.3 12546
4.0 12547
4.5 12548
4.6 12550
4.4 12551
4.6 NA
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
Arthur Etherly, III
Manager, CMT
AE/Inc