Duke Lesley 2A-LR070924
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 Cancellation
Report No.: 298269
Project No.: 0712932
Date of Service: 09/10/2007
Report Date: 09/24/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Drilled Pier Inspection Cancellation
Report of Cancellation
On this date a Rone Engineering Services, Ltd. representative arrived on site as scheduled. Upon arrival, our
representative was informed that testing/inspection was cancelled for the day.
Technician: Chris Harbour Started: 05:45am
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: 07:45am
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.
(LB/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 Drilled Pier Inspection
Report No.: 299334
Project No.: 0712932
Date of Service: 09/20/2007
Report Date: 09/24/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
Report of Inspection
D '11
A
rl e r: UQ e r
Pier Identification D /24 E /2 4 F /24 G /24 H /24
PierDiameter(in) 24 24 24 24 24
Depth of Pier From Surface (ft) 45.10 44.00 43.00 44.00 43.20
Depth of Bearing Stratum Fro m Surface(ft) 37.50 37.30 37.00 38.00 38.00
Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00
Actual Penetration (ft)" 7.60 6.70 6.00 6.00 5.20
Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes I no) Yes Yes Yes Yes Yes
Casing Diameter(in)/Casing Length (ft) 26/37.5 26/37.3 2 6 /3 7 26/37.5 2 6/3 8
NumberofBars IReinforcing BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6
Length of Reinforcing Steel (ft) 43.90 42.80 41.70 42.80 42.00
Time Drilling was Completed (am Ipm) 8 :2 0 AM 8:50 AM 9:30 AM 10:00 AM 11:03AM
Time Concrete was Placed (am Ipm) 9:10 AM 9:55 AM 1 0 :4 5 AM 11:10AM 1 1 :40 A M
Depth of Pier From Top of Concrete (ft) 44.60 43.50 42.50 43.50 42.70
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
Elevation: Bottom of Pier (ft).. 53.40 54.50 55.50 54.50 55.30
E Ie va ti 0 n : Top of Bearing Stratum (ft. )" 6 1 .00 61 .20 61 .50 60.50 60.50
BearinQ Stratum (description) B lu e s h a Ie
Note:See report# NA forCompressive StrengthTestSpecimens.
. 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.
(CHIKW) Page 1 of 3
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.: 299334
Project No.: 0712932
Date of Service: 09/20/2007
Report Date: 09/24/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
D ri lie r: Auger
Pie rid e ntifica tio n H 12 5 G 12 5 F 12 5 E 12 5 D 125
PierDiameterlin) 24 24 24 24 24
Deoth of Pier From S u rfa c e 1ft) 42.70 42.60 45.30 43.00 42.80
Deoth of Bear in a Stratum Fro m S urfa ce 1ft) 37.00 37.00 39.40 38.00 37.30
Reauired Penetration (ft) 5.00 5.00 5.00 5.00 5.00
Actual Penetration (ft)' 5.70 5.60 5.90 5.00 5.50
Condition of Bottom (wet/drv) D rv D rv D rv D rv D rv
Plumb Within Tolerance Ives Ino) Yes Yes Yes Yes Yes
Casina Diameterlin)/Casina Lenoth 1ft) 26/37 26/37 2 6/3 9 2 6 13 7 .4 26/37
NumberofBars IReinforcina BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6
Len 0 th 0 f Rei n fo rc i noS te e I 1ft) 41 .60 41.40 44.20 41.80 41 .60
Time Drillina was Completed (am Ipm) 11:50AM 1:10 PM 1 :55 PM 2 :3 5 P M 3:00PM
Time Concrete was Placed (am 10m) 1 :00 P M 1 :40 PM 2 :30 PM 3 :0 0 P M 3:50 PM
Deoth of Pier From Top of Concrete (ft) 42.20 42.10 44.80 42.50 42.30
Elevation: Surface (ft).. 98.50 98.50 98.50 98.50 98.50
Elevation:Too ofPier(ft).. 98.00 98.00 98.00 98.00 98.00
E Ie va tio n: Bolio m 0 f P ie rift).. 55.80 55.90 53.20 55.50 55.70
Elevation: To 0 0 f Be a rino S tra tum (fty' 61.50 61.50 59.1 0 60.50 61.20
Bearino Stratum (descriotion) B lu e s h a Ie
Note: See report # NA to reo m pre s s ive S t re n 9 t h T est S pee i men s .
.. Additional Penetration not requested unless noted. HE levation 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 dients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(CH/KW) Page 2 of 3
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.: 299334
Project No.: 0712932
Date of Service: 09/20/2007
Report Date: 09/24/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
D rille r: A Uq e r
Pie r Id e n ti fi c a ti 0 n D 126 E 12 6 F 126
PierDiameter(in) 24 24 24
D e p th 0 f Pie r Fro m S u rfa c e (ft) 45.20 44.30 43.70
Depth ofBearinq Stratum Fro m Surface(ft) 38.00 39.00 38.50
Required Penetration (ft) 5.00 5.00 5.00
Actual Penetration (ft)" 7.20 5.30 5.20
Condition of Bottom (wet 1 dry) Dry Dry Dry
Plumb Within Tolerance (yes Ino) Yes Yes Yes
Casinq Diameter(in)/Casinq Lenqth (ft) 26/38 26/39 26/38.5
NumberofBars IReinforcing BarSize 6 1 #6 6 1 #6 6 1 #6
Length of Reinforcing Steel (ft) 44.10 43.10 42.50
Time Drilling was Completed (am Ipm) 4:10 PM 3 :58 PM 4:55 PM
Tim e Con c re te was P la c e d (a m 1 pm) 4 :30 PM 5:00PM 5 :2 0 P M
Depth of Pier From Top of Concrete (ft) 44.70 43.80 43.20
E Ie va ti 0 n: S u rfa c e (ft)"" 98.50 98.50 98.50
E Ie va ti 0 n: Top 0 f Pie r (ft)" 9 8 .00 9 8.00 98.00
E Ie va ti 0 n: Bot tom 0 f Pie r (ft).. 53.30 54.20 54.80
E Ie va ti 0 n : Top of Bearing Stratum (ft.)" 60.50 59.50 60.00
Bearinq Stratum (description) Blue shale
Not e: See re port # NA fo reo m pre s s ive S tre n 9 th Test S pecim ens.
. Additional Penetration not requested un Ie s s not e d . HE levation by others
Technician: Chris Harbour Started: 05:45am
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: 05:45pm 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.
(CH/KW) Page 3 of 3