Duke Lesley 2A-LR070912
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 Drilled Pier Inspection
Report No.: 296866
Project No.: 0712932
Date of Service: 08/25/2007
Report Date: 09/12/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
D rille r: A ug e r
Pie rid e ntifica tio n B /10 B.9/0.9' B /9
PierDiameter(in) 24 30 24
D e p th 0 f Pie r F ro m Surface (ft) 42.50 43.60 43.00
Depth of Bear in a Stratum Fro m Surface (ft) 36.50 36.50 37.20
R e qui re d P e netra tio n (ft) 5.00 5.00 5.00
A ctua I P e ne tra tio n (ft)' 6.00 7.10 5.80
Condition of Bottom (wet/dry) Dry Dry Dry
Plumb Within Tolerance (ves /no) Yes Yes Yes
Casing Diameter(in)/Casina Lenath (ft) 26/36.5 3 2 /3 5 .8 26/36.5
N u m b e r 0 f Bars IRe info rei n 9 BarSize 6 / #6 8 1#6 6 / # 6
Lenath of Reinforcing S te e I (ft) 41.30 42.40
-.l~l11e Dl.:l!!.!1lt!:'_~.~_.:fy HI P ~le d (~:! pm L-_____ 10:31 AM 11.30AM - +;~:P-M-: - -:---~~~~
-_._-----
Tim e Con c re te was P la c e d (am I pm) 12:15 PM 1 :30 PM
D e p th 0 f Pie r Fro m Top of Concrete (ft) 42.00 43.10 42.50
Elevation: Surface (ft)** 98.50 98.50 98.50
Elevation: Top of Pier (ft)** 98.00 98.00 98.00
Elevation: Bottom of Pie r (ft)** 56.00 54.90 55.50
Elevation: Top of Bear in a Stratum (ft. ) ** 62.00 62.00 61 .30
Bearing Stratum (descriotion) Blue shale
Note: See report # 296867 for Com pressive Strength Test Specim ens.
. Additional Penetration not requested unless noted HE levation by others
Remarks: * Pier B.9/0.9 drilled but not placed; steel was 30" in diameter; needs to be 24".
Technician: Chris Harbour Started: 05:45am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Alln: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Alln: Mr. Lee Stone
1-cc City of Coppell Alln: Mr. Larry Davis
Finished: 04:15pm 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.
~H~~ P~e2~2
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 Drilled Pier Inspection
Report No.: 296866
Project No.: 0712932
Date of Service: 08/25/2007
Report Date: 09/12/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
Report of Inspection
D ri lie r: A uq e r
Pie r Id e ntifica tio n G /10 F 11 0 E 110 D /1 0 C /1 0
Pier Diameter (in) 24 24 24 24 24
Depth of Pier From Surface(ft) 42.40 43.30 42.50 41.60 42.30
Depth ofBearinq Stratum From Surface(ft) 36.80 36.30 36.00 36.00 36.50
Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00
Actual Penetration (ft)' 5.60 7.00 6.50 5.60 5.80
Condition of Bottom (wet/dry) Dry Dry Dry D rv Dry
Plumb Within Tolerance (ves /no) Yes Yes Yes Yes Yes
CasinQ Diameter(in)/CasinQ LenQth (ft) 26/36.8 26/36.1 26 /3 6 26/36 26/36
:NUT11b~I-:-I'L..lars: Reilllu/L;llg Bar Size 6 1#6 6 ! #6 & iii-a G 1 #6 C ;-#6
Length of Reinforcina Steel (ft) 41.20 42.20 41.40 40.60 41.20
Time Drillina was Completed (am Ipm) 7:50 AM 8:20 AM 8:40 AM 9 :09 AM 9:55 AM
Time Concrete was Placed (am /pm) 9 :4 9 AM 9:20 AM 10:30AM 1 1 :00 AM 11:38AM
Depth of Pier From Top of Concrete (ft) 41.90 42.80 42.00 41 .1 0 41.80
Elevation: Surface (ft)** 98.50 98.50 98.50 98.50 98.50
Elevation:Top of Pier (ft)** 98.00 98.00 98.00 98.00 98.00
E Ie va tio n: B 0 Ito m of Pier (ft)** 56.10 55.20 56.00 56.90 56.20
Elevation: Top of Bearina Stratum (ft.) ** 61.70 62.20 62.50 62.50 62.00
BearinQ Stratum (d e scriptio n) Blue shale
Note: See repo rt # 296867 for Com pressive S tre ng th Test S pecim ens.
'Additional Penetration not requested unless noted. **Elevation by others
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.
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