Duke Lesley 2A-LR070820
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.: 295657
Project No.: 0712932
Date of Service: 08/15/2007
Report Date: 08/20/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
Report of Inspection
D ri lie r: Auger Drilling
Pier Identification K /5 K /6 J/5 J /4 G /3
PierDiameter(in) 24 24 24 24 NA
BeIlDiameter(in) 7 2 /6 6 72 72/54 48 54
Required Minimum Depth (ft) 17.00 17.00 12.00 12.00 10.00
Depth of Pier Priorto Underreaming (ft) 18.30 17.00 12.40 12.30 10.00
Depth of Pier After Under reaming (ft)* 19.30 14.30 13.30 11 .60
Condition of Bottom (wet/dry) Dry
Plumb Within Tolerance (yes /no) Yes
Casing Diameter(in)/Casing Length(ft) N/A
NumberofBars/Reinforcing BarSize (#) 6 / #6
Le ng th of R e info rcing S tee I (ft) 18.30 Backfilled, no D rille r D rille r D ri lie run a b Ie
underream ing una b Ie to una b Ie to to com p Ie te
Tim e Drilling was Com pleted (am / pm) 9:00 AM com p Ie te com p Ie te
Time Concrete was Placed (am /pm) 11:30AM bell size. bell size. bell size.
De p th 0 f P ie r Fro m Top 0 f Con c re te (ft) 18.80
E Ie va tio n: S u rfa ce (ft)** 99.50
Elevation:Top of Pier (ft)** 99.00
E Ie va ti 0 n: B 0 tlo m 0 f Pie r (ft)** 80.20
Bearing Stratum (description) Gray and Tan Shaley Clay
Note: See Report # 295658 for Compressive Strength Test Specimens.
. 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.
(KW/KW) Page 1 of 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.: 295657
Project No.: 0712932
Date of Service: 08/15/2007
Report Date: 08/20/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
D ri lie r: Auger Drilling
Pie r Id e ntifica tio n H /3 D /3 C /3 B /3
PierDiameter(in) 24 24 24 24
Bell Diameter (in) 72 72/54 72 72/48
Required Minimum Depth (ft) 12.00 17.00 17.00 17.00
o e p th 0 f P ie r P ri 0 r to Un de rre ami n g (ft) 12.30 17.30 17.30 17.70
Depth of Pier After U nderrea m ing (ft) * 12.30 19.10 17.30 18.50
Condition ofBotlom (wet/dry) Dry Dry
Plumb Within Tolerance (yes/no) Yes Yes
Casing Diameter(in)/Casing Length (ft) N/A N/A
NumberofBars/Reinforcing BarSize (#) 6 / #6 6 / #6
Length of Reinforcing ~te~1 (ft) 1 1 .30 D ri lie run a b Ie 16.03 o rille r
unaD Ie to
Time Drilling was Completed (am /pm) 12:36 PM to com plete 2:03 PM com p Ie te
Time Concrete was Placed (am /pm) 2:45PM bell size. 2:58 PM bell size.
Depth of Pier From Top of Concrete (ft) 11 .80 16.80
Elevation: Surface (ft)** 99.50 99.50
Elevation:Top of Pier (ft)** 99.00 99.00
Elevation: Bottom of Pier (ft)** 87.20 82.20
Bearing Stratum (description) Grayand Tan Shaley Clay
Note: See Report # 295658 for Compressive Strength Test Specimens.
. Additional Penetration not requested unless noted. .. Elevation by Others.
Remarks: Piers K/6, J/5, J/4, G/3, D/3, 8/3 - total depth of pier was logged for future reference, status of bell size was
logged at bell size cell.
Piers J/5 and J/4 - 12' depth per structural engineer.
.. .,. .
Technician: Alejandro Avendano 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 Altn: Mr. Larry Davis
Finished: 04:00pm 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.
(KW/KW) Page 2 of 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.: 295533
Project No.: 0712932
Date of Service: 08/14/2007
Report Date: 08/20/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Belled Pier Inspection
Report of Inspection
D rille r: Auger Drilling
Pie rid e ntifica tio n B 12 C 12 D 12 E 12 F 12
PierDiameter(in) 24 24 24 24 24
Bell Diameter (in) 72 72 72 72 72
R e qui re d M in i mum Depth (ft) 17.00 17.00 17.00 17.00 17.00
Depth of Pier Prior to Underreaming (ft) 17.00 17.00 17.30 17.30 17.00
Depth of Pier After U nderre am ing (ft) . 17.30 17.20 17.50 17.80 17.10
Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry
Plum b Within Tolerance (yes 1 no) Yes Yes Yes Yes Yes
Casing Diameter(in)/Casing Length (ft) N/A N/A N/A . N/A N/A
NumberofBars IReinforcing BarSize (#) 6 1 #6 6 1 #6 6 1 #6 6 1 #6 6 1 #6
Length of Reinforcing Steel (ft) 16.30 16.20 16.50 16.80 16.10
Time Drilling was Completed (am Ipm) 8 :2 0 AM 8:47AM 9:11 AM 9:40AM 1 0 :2 0 A M
Time Concrete was Placed (am 1 pm) 10:15 AM 10:22 AM 10:35 AM 11:15AM 11 :20 AM
Depth of Pier From Top of Concrete (ft) 16.80 16.70 17.00 17.30 16.60
Elevation: Surface (ft)** 99.50 99.50 99.50 99.50 99.50
Elevation:Top of Pier (ft)** 99.00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (ft)** 82.20 82.30 82.00 81.70 82.40
Bearing Stratum (description) Grav and tan shaley clay
Note: See Report # 295534 for Compressive Strength Test Specimens.
. 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.
(KWfKW) 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.: 295533
Project No.: 0712932
Date of Service: 08/14/2007
Report Date: 08/20/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Belled Pier Inspection
Pie r Id e ntifica tio n F/2 K 13 H 12 J/2 K 12
Pie r D i a mete r (i n) 24 24 24 24 24
Bell Diameter (in) 72 72 72 72 72
R e qui re d M in i mum D e p th (ft) 17.00 17.00 17.00 17.00 17.00
Depth of Pier Prior to UnderreaminQ (ft) 17.20 17.00 17.00 17.00 17.30
Depth ofPierAfterUnderreaminQ (ft)' 17.80 1 7.50 18.00 18.30 19.00
Condition of Bottom (wet/dry) Dry D rv Dry D rv 0
Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes ~
~
Casing Diameter(in)/Casing Length (ft) N/A N/A N/A N/A :J
'0 ~
NumberofBars IReinforcing BarSize (#) 6 1 #6 6 1 #6 6 1 #6 6 1 #6 ~" ll)
CT
Length of Reinforcing Steel (ft) 16.80 16.50 17.00 17.30 :f r0-
ll) 8'
'"
Time Drilling was Completed (am Ipm) 10:52 AM 12 :35 PM 1 1 :41 AM 1 2 :28 P M CT (')
ll) 0
Tim e Con c re te was P la c e d (a m 1 pm) 1 2 :0 0 PM 1 :0 0 P M 12:15 PM 12:55PM (') 3
'" '0
:!! r0-
D e p th 0 f Pie r F ro m Top of Concrete (ft) 17.30 17.00 17.50 17.80 ro- CD
Cl.
E Ie va tio n: S urfa ce (ft).. 99.50 99.50 99.50 99.50 CT
~
-
Elevation:Top of Pier (ft)** 99.00 99.00 99.00 99.00 '"
N'
<1>
Elevation: Bottom of Pier (ft)** 81.70 82.00 81 .50 81.20 ,
Bearing Stratum (d e s c ri p ti 0 n) Gray and Tan shaley clay
Note: See Report # 295534 for Com pressive Strength Test Specim 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.
(KW/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
Report of Drilled Pier Inspection
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report No.: 295533
Project No.: 0712932
Date of Service: 08/14/2007
Report Date: 08/20/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Belled Pier Inspection
D ri lie r: AugerDrilling
Pie rid e ntifica tio n K 14
PierDiameter(in) 24
Bell D i a mete r (i n) 72
R e quire d Minimum Depth (ft) 1 7.00
Depth of Pier Prior to Un de rre ami n g (ft) 1 7.50
1 8 - a fte r
several
D e p th 0 f P ie r A fte rUn de rre ami n 9 (ft) * a tte m p ts
Condition of Bottom (wet I dry) 0
S- ::I.
Plumb Within Tolerance (yes Ino) '" ~
0
0= ::I
Cas in 9 D i a mete r (i n) I Cas in 9 Len g th (ft) <C ~
a ll>
N u m be r 0 f Bars IRe info rc in 9 Bar Size (#) c CT
<Il ::I ro
L e 0-9 th 0 f Rei n fo rc in 9 S te e I (ft) - , ~ 0. S ., - '~-> ..
~. -u
~. ()
Tim e Drilling was Completed (am I pm) 0. 0
<Il :E 3
Time Concrete was Placed (am I pm) "0 ll> "0
5' '" ro
D e p th 0 f P ie r Fro m Top 0 f Con c re te (ft) CT a;-
ll> CT
() ~
Elevation: Surface (ft)** '"
:!! en
Elevation:Top of Pier (ft)** ro N'
0. <Il
S- o.
E Ie va tio n: Botto m of Pier (ft)** c
Bearing S tra tum (description) Gray and tan shaley clay
Not e: See R e port # 295534 10 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. .. Elevation by 0 thers.
Technician: Alejandro Avendano Started: 06:15am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Altn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Altn: Mr. Lee Stone
1-cc City of Coppell Altn: Mr. Larry Davis
Finished: 03:15pm 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.
(KW/KW) Page 3 of 3