Duke Lesley 3C-LR071002 (2)
Rone En~==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214)630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Drilled Pier Inspection
Report No.: 299974
Project No.: 0711530
Date of Service: 09/26/2007
Report Date: 10/02/2007
Project: Point West Office I
Services: Straight Shaft Pier Inspection
Report of Inspection
D rille r: McKinney
# 1 #3 #4 #5
Sou th e a s t # 2 Mid d Ie Northeast Southwest North we s t
Pie rid e ntifica tio n corn e r East corn e r corn e r corner
PierDiameter(in) 36 36 36 36 36
D e p th 0 f P ie r F ro m S u rfa c e (ft) 16.30 16.80 16.70 16.50 16.60
Deoth ofBearinll Stratum From S u rfa ce (ft) N/A N/A N/A N/A N/A
Reauired Penetration (ft) N/A N/A N/A N/A N/A
A ctua I P e ne tra tio n (ft)* 16.30 16.80 16.70 16.50 16.60
Condition of Bottom (wet I dry) Dry Dry Dry Dry D ry
Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes Yes
Casinll Diameter(in)/Casino Lenoth (ft) N/A N IA N/A N/A N IA
NumberofBars IReinforcino BarSize 8 1#6 8 1#6 8 1#6 8 1#6 8 1#6
Len g th 0 f Rei n fo rc i n II S te e I (ft) 16.00 14.40 14.00 14.40 14.60
Time Drilling was Completed (am Ipm) 7 :4 0 AM 8 :0 0 AM 8:15 AM 8:30 AM 8 :40 AM
Time Concrete was Placed (am 10m) 2:15 PM 2 :0 0 P M 1 :38 PM 1:15 PM 1 :30 PM
D e p th 0 f Pie r F ro m Top 0 f Con c re te (ft) 12.30 14.80 14.7 0 14.50 14.60
Elevation:Surface (ft)** 100.00 1 00.00 1 00.00 100.00 1 00.00
Elevation: Top of Pier (ft)** 96.00 98.00 98.00 98.00 98.00
Elevation: Bottom ofPier(ft)** 83.70 83.20 83.30 83.50 83.40
Elevation: Top of Bearing Stratum (ft.) ** N/A N/A N IA N/A N/A
Tan/brown sandy clay, traces of red clay
Bearing Stratum (description) P e netratio n not reauired - total minim um de p th 16'
Note: See re port # 299975 fo reo m pre s s Ive S tre n g th T est S pee I men s.
* Additional Penetration not requested unless noted. **E levation by others
Remarks: Dumpster pad piers - In lieu of bell pier sloughing, straight shaft was done.
Technician: Denny Harris Started: 06:15am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 02:45pm Rone Engineering
Pad-
~
K. Scott Watson, AET
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(CH/JB) Page 1 of 1
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Reinforcing Steel Inspection
Report No.: 300203
Project No.: 0711530
Date of Service: 09/27/2007
Report Date: 10/02/2007
Project: Point West Office I
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Approach at southeast corner of job site from Beltline, west 15', approach
at northeast corner of site from Beltline, west 60'
Items Inspected: Conforming Non Items Inspected: Co nfo rm ing Non Item sins pected: Co nfo rm ing Non
Co nfo nm ing Conforming Conform ing
P lacing Drawings Bar Length Column Ties Pro perly
Approved x and Shape x Tied and Spaced NA
Bar Size x Pro per Bar P lacem ent x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per Bar Suppo rts x Corner Bars NA
Numberof Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments:
No apparent discrepancies were noted at the locations listed above.
Technician: Chris Harbour Started: 05:00pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 06:30pm Rone Engineering
p~
~
K. Scott Watson, AET
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition. appearance. etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(TMlLB) Page 1 of 1