Duke Lesley 1A-LR071030
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.: 303427
Project No.: 0713408
Date of Service: 10/29/2007
Report Date: 10/30/2007
Project: Point West VI
Coppell, Texas
Services: Straight Shaft Pier Inspection
rille r: AUQerDrilhnQ
Pier Identification G /20 G /21 G 12 2 G 113 F 113
Pier Diameter (in) 24 24 24 24 24
Depth of Pier From Surface (ft) 39.00 39.50 39.90 42.40 40.70
Depth of Bear in a Stratum Fro m S urfa ce (ft) 33.00 34.00 34.50 36.00 35.60
Rea uire d P e netra tio n (ft) 5.00 5.00 5.00 5.00 5.00
Actual Penetration (ft)" 6.00 5.50 5.40 6.40 5.10
Condition ofBotlom (wet/drv) Dry D rv D rv D rv D rv
Plumb Within Tolerance (ves I no) Yes Yes Yes Yes Yes
CasinQ Diameter(in)/CasinQ LenQth (ft) 26/32.6 2 613 5 2 6 13 5 26/37 2 6/3 7
NumberofBars IReinforcing BarSize 6/#6 6 1#6 6 1#6 6 1#6 6 1#6
Lenath of Reinforcina Steel (ft) 37.20 37.70 38.10 40.60 38.90
Time Drillina was Completed (am Ipm) 8:45AM 9 :4 0 A M 9:15 AM 10:15 AM 10:45 AM
Time Concrete was Placed (am Ipm) 12 :30 PM 1 2 :40 PM 1 :00 P M 1 :55 P M 2:10 PM
Depth of Pier From Top of Concrete (ft) 38.50 39.00 39.40 41.90 40.20
E Ie va ti 0 n: S u rfa c e (ft)" 9 9.50 99.50 99.50 99.50 99.50
Elevation: Top of Pier (ft)" 9 9.00 99.00 99.00 99.00 99.00
E Ie va ti 0 n: B 0 tlo m 0 f Pie r (ft)" 6 0 .50 6 0 .00 59.60 57.10 58.80
E leva tio n: Top of Bear in a Stratum (ft.)" 66.50 65.50 65.00 63.50 63.90
BearinQ Stratum (description) G ra y s h a Ie
Report of Inspection
D
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.
(GKlKW) Page 1 of 3
Rone En~==
8908 Ambassador Row, Dallas, TX 75247
n01 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.: 303427
Project No.: 0713408
Date of Service: 10/29/2007
Report Date: 10/30/2007
Project: Point West VI
Coppell, Texas
Services: Straight Shaft Pier Inspection
D rille r: Auger Drilling
Pie r Id e ntific a tio n E 113 D /1 3 C /1 3 B 113 F 114
Pier Diameter (in) 24 24 24 24 24
Deoth of Pier From Surface 1ft) 40.50 40.60 41.00 40.70 42.50
Deoth of Bear in a Stratum Fro m Surface(ft) 35.40 35.00 35.00 35.50 37.50
ReQuired Penetration 1ft) 5.00 5.00 5.00 5.00 5.00
Actual Penetration (ft)' 5.10 5.60 6.00 5.20 5.00
Condition of Bottom (wet/drv) D rv D rv D rv D rv D rv
Plumb Within Tolerance (ves Ino) Yes Yes Yes Yes Yes
C asina D iam eter (in) I C asina Lenath (ft) 26/37 2 6 13 6 2 6/3 6 26/35 2 6 13 7
NumberofBars IReinforcina BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6
Lenath of Reinforcing Steel (ft) 38.70 39.60 40.00 39.60 41.50
Time Drillina was Comoleted (am 10m) 11:10AM 1 1 :30 AM 1:02 PM 2:18 PM 3 :0 5 P M
Time Concrete was Placed (am 10m) 2 :3 5 P M 3:15 PM 3 :4 5 PM 4:15 PM 4:00 PM
Deoth of Pier From Too of Concrete (ft) 40.00 40.10 40.50 40.20 42.00
Elevation: Surface (ft)" 9 9 .50 9 9.50 99.50 99.50 99.50
Elevation:Too ofPier(ft)" 9 9 .00 99.00 99.00 99.00 99.00
Elevation: Bottom of Pier (ft).. 59.00 58.90 58.50 58.80 57.00
E Ie vatio n: Too of Bear in a Stratum (ft.)" 64.10 64.50 64.50 64.00 62.00
Bearina Stratum (descriotion) Grayshale
Note: See report # NA for Com pressive Strength Test Specim ens.
. 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 clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(GKlKW) 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.: 303427
Project No.: 0713408
Date of Service: 10/29/2007
Report Date: 10/30/2007
Project: Point West VI
Coppell, Texas
Services: Straight Shaft Pier Inspection
D rille r: AUQerDrilling
Pie rid e ntifica tio n F /15
PierDiameter(in) 24
Depth of Pier From S urfa ce (ft) 43.50
Deoth of Bear in a Stratum Fro m Surface(ft) 38.00
Reauired Penetration (ft) 5.00
A ctua I P e ne tra tio n (ft). 5.50
Condition of Bottom (wet/dry) Dry
Plumb Within Tolerance (yes /no) Yes
C asina D iam eter lin) / C asina Lenath (ft) 26/37
N um ber of Bars / ReinforcinG Bar Size 6 / #6
LenGth of Reinforcina Steel (ft) 42.50
Time Drillina was Completed (am /pm) 4:10 PM
Tim e Concrete was P laced (am / pm) 4 :4 0 P M
De 0 th 0 f P ie r Fro m Top 0 f C 0 nc re te (ft) 43.00
Elevation: Surface (ft)" 99.50
Elevation: Top of Pier (ft).. 99.00
Elevation: Bottom of Pier (ft).. 56.00
E Ie vatio n: Too of Bearina Stratum (ft.)" 61.50
Bearing Stratum (description) G ra v s h a Ie
Note: See report # NA for Com pressive Strength Test Specim ens.
. Additional Penetration not requested unless noted. HE levation by others
Technician: Denny Harris Started: 11:15am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Pacheco Koch Consulting Engineers Attn: Mr. Jack Evans
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Finished:
053Oft;ij
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.
(GKlKW) Page 3 of 3
Rone En2~
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrlch, 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.: 302779
Project No.: 0713408
Date of Service: 10/24/2007
Report Date: 10/30/2007
Project: Point West VI
Coppell, Texas
Services: Straight Shaft Pier Inspection
Report of Inspection
D rille r: Auaer D rillina
Pier Identification H 16 GIS HIS G 16 FI5
Pier Diameter (in) 24/30 actual 24/30 actual 24/30 actual 24/30 actual 24/30 actual
Depth of Pier From Surface (ft) 41.00 41.00 40.50 40.20 42..50
Depth of Bearing Stratum From Surface (ft) 36.00 35.50 35.00 34.50 37.00
Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00
A ctua I P e ne tra tio n (ft)- 5.00 5.50 5.50 5.70 5.50
Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes I no) Yes Yes Yes Ves Ves
CasinQ Diameter(in)/Casina Lenath (ft) 2 8/3 7 28/37 2 7 13 6 2 8/3 5 2 8/3 6
NumberofBars IReinforcina BarSize 6 1#6 6 1#6 6 / #6 6 1#6 6 / #6
Length of Reinforcina Steel (ft) 39.50 39.50 39.10 38.80 41.10
Time Drillina was Completed (am Ipm) 8:15 AM 8:30 AM 8?50 am 9 :0 0 AM 9:15 AM
Time Concrete was Placed (am Ipm) 9:10 AM 1 0 :00 AM 9:30 AM 10:30 AM 11 :00 AM
DepthofPierFrom Top of Concrete (ft) 40.50 40.50 40.00 39.70 42.00
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).. 58.50 58.50 59.00 59.30 57.00
Elevation: Too of Bearina Stratum (ft.)" 63.50 64.00 64.50 65.00 62.50
BearinQ Stratum (description) G ra v s h a Ie
Note: See re port # N A fo r Com pre s s ive S tre ng th T est S pee i men s.
_ 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.
(GKlKW) Page 1 of 6
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.: 302779
Project No.: 0713408
Date of Service: 10/24/2007
Report Date: 10/30/2007
Project: Point West VI
Coppell, Texas
Services: Straight Shaft Pier Inspection
D rille r: Auger Drillina
Pie r Id e n ti fi c a ti 0 n G 17 F 16 F 17 G 18 F 18
Pier Diameter (in) 24/aclual30 24/aclual30 24/aclual30 24/aclual30 24/aclual30
Deoth of Pier From Surface (ft) 40.40 42.50 41.20 40.60 41.00
Deoth of Bearina Stratum Fro m S urfa ce (ft) 35.40 34.50 36.00 35.60 34.70
Reauired Penetration (ft) 5.00 5.00 5.00 5.00 5.00
A ctua I P e ne tra tio n (ft)' 5.00 8.00 5.20 5.00 6.30
Condition of Bottom (wet/drv) D rv o rv o rv o rv Dry
Plumb Within Tolerance (ves Ino) Yes Yes Yes Yes Yes
Casina Diameter(in)/Casina Lenath (ft) 2 8 13 7 2 8/3 5 2 7 13 6 2 8/3 7 2 8 13 7
NumberofBars IReinforcina BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6
Le nath of R e info rcina S te e I (ft) 39.00 41 .1 0 39.80 39.20 39.60
Time Drillina was Comoleted (am 10m) 9 :4 5 A M 9:25 AM 10:10 AM 9 :5 5 A M 1 0 :5 5 AM
Time Concrete was Placed (am 10m) 11:40AM 11:15AM 1 2 :20 P M 12:00 PM 1 2 :45 P M
Deoth of Pier From Too of Concrete (ft) 39.90 42.00 40.70 40.10 40.50
Elevation: Surface (ft).. 99.50 99.50 99.50 99.50 99.50
Elevation: Top of Pier (m" 99.00 99.00 99.00 99.00 99.00
Elevation: B attorn of Pier (ft).. 59.10 57.00 58.30 58.90 58.50
E Ie va ti 0 n: Too of Bear in a Stratum (ft.)" 64.10 65.00 63.50 63.90 64.80
Bearina Stratum (descriotion) Gravshale
No Ie: See re porI # NA for Compressive Strength Test Specimens.
'Additional Penetration not requested unless nole d. HE levation by olhers
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 apprc>val of Rene Engineering Services, Ltd.
(GKlKW) Page 2 of 6
Rone En2~
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.: 302779
Project NO.: 0713408
Date of Service: 10/24/2007
Report Date: 10/30/2007
Project: Point West VI
Coppell, Texas
Services: Straight Shaft Pier Inspection
D rille r: Auger Drillina
Pier Identification G 19 F 19 G 110 F 110 G 111
PierDiameter(in) 24/actual30 24/actual30 24/actual30 24/actual30 24/actual30
Deoth of Pier From Surface (ft) 42.80 40.00 40.00 42.00 40.60
Depth of Bear in a Stratum Fro m S urfa ce (ft) 35.70 35.00 34.70 36.00 35.60
Reauired Penetration (ft) 5.00 5.00 5.00 5.00 5.00
A ctua I P e ne tra tio n (ft)" 7.1 C 5.00 5.30 6.00 5.00
Condition of Bottom (wet/dry) Dry Dry D rv Dry Dry
Plumb Within Tolerance (ves Ino) Yes Yes Yes Yes Yes
Casino Diameter(in)/Casina Length (ft) 2 8/3 5 2 8/3 6 2 8 13 5 2 8/3 5 2 8 13 7
NumberofBars/Reinforcina BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6
Lenoth of Reinforcina Steel (ft) 41.40 38.60 38.60 40.60 39.20
Time Drillina was Comoleted (am Ipm) 11 :05 AM 12:15 PM 1 1 :20 AM 11 :45 AM 1 :20 PM
Time Concrete was Placed (am 10m) 1 :00 PM 1 :25 PM 2 :00 PM 2 :2 5 P M 2 :45 P M
Depth of Pier From TOD of Concrete (ft) 42.30 39.50 39.50 41.50 40.10
E Ie va ti 0 n: S u rfa c e (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).. 56.70 59.50 59.50 57.50 58.90
Elevation: Top of Bear in a Stratum (ft.)" 63.80 64.50 64.80 63.50 63.90
Bearing Stratum (d e s crio tio n) G ra v s h a Ie
Note: See re port # NA for Compressive Strength Test Specimens.
. Additional Penetration not req~ested 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 clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(GK/KW) Page 3 of 6
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.: 302779
Project No.: 0713408
Date of Service: 10/24/2007
Report Date: 10/30/2007
Project: Point West VI
Cappell, Texas
Services: Straight Shaft Pier Inspection
D rille r: AuoerDrilling
Pie rid e ntifica tio n F /11 G /12 F /12 E /9 E 18
PierDiameter(in) 24/actual30 24/actual30 24/actual30 24/actual30 24/actual30
Depth of Pier From Surface (ft) 40.20 41.20 40.70 40.10 41.00
D e p th 0 f B e a ri noS tra tu m Fro m S u rfa ce (ft) 34.50 36.00 35.50 35.10 35.00
Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00
A ctua I P e ne tra tio n (ft). 5.70 5.20 5.20 5.00 6.00
Condition of Bottom (wet/dry) Dry Dry D rv Dry D rv
Plumb Within Tolerance (ves Ino) Yes Yes Yes Yes Yes
Casino Diameter(in)/Casina Lenath (ft) 2 8 13 6 28/35 2 8 13 7 28/36 2 8 /3 6
NumberofBars IReinforcina BarSize 6 1#6 6 / #6 6 / #6 6 / #6 6 1#6
LenQth of Reinforcina Steel (ft) 38.80 39.80 39.30 38.70 39.60
Time Drillina was Completed (am 10m) 1 :35 PM 2 :0 0 PM 2:15 PM 2:30 PM 2:44 PM
Time Concrete was Placed (am /pm) 3:15 PM 3:35 PM 3 :4 5 P M 4:00 PM 4:15 PM
Depth of Pier From Top of Concrete (ft) 39.70 40.70 40.20 39.60 40.50
E Ie va tio n: S urfa ce (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).. 59.30 58.30 58.80 59.40 58.50
Elevation: Top of B ea rinQ S tra tum (ft.) .. 65.00 63.50 64.00 64.40 64.50
Bearina Stratum (description) G ra v s h a Ie
Note: See report # NA for Com presslve Strength Test Specim ens.
. 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 mailer provided by persons or conditions over which we have 110 control. Our lellers 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.
(GK/KW) Page 4 of 6
Rone Eni==
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.: 302779
Project No.: 0713408
Date of Service: 10/24/2007
Report Date: 10/30/2007
Project: Point West VI
Coppell, Texas
Services: Straight Shaft Pier Inspection
D rille r: A UQ e r D rillinQ
Pie rid e ntificatio n E 17 E 16 E 15 D 17 D 16
Pier Diameter (in) 24/actual30 24/actual30 24 la c tu a I 30 24/actual30 24/actual30
DepthofPierFrom Surface (ft) 41.20 40.80 40.50 40.90 42.00
Depth of Bearina Stratum Fro m S u rfa c e (ft) 35.40 35.70 35.40 35.00 35.90
Reauired Penetration (ft) 5.00 5.00 5.00 5.00 5.00
Actual Penetration (ft)* 5.80 5.10 5.10 5.90 6.10
Condition of Bottom (wet/drv) D rv Dry Dry D rv D rv
Plumb Within Tolerance (ves I no) Yes Yes Yes Yes Yes
Casina Diameter(in)/Casina Lenath (ft) 2 8 13 6 28/36 2 8 13 7 2 8 13 7 2 8 13 5
NumberofBars/ReinforcinQ BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6
LenQth of ReinforcinQ Steel (ft) 39.80 39.40 39.10 39.50 40.60
Time Drillina was Completed (am Ipm) 3:00 PM 3:40 PM 4:1 5 PM 3:30 PM 4:05 PM
Time Concrete was Placed (am Ipm) 4 :45 P M 5:00 PM 5:15 PM 5:30 PM 5 :4 5 P M
Depth of Pier From Top of Concrete (ft) 40.70 40.30 40.00 40.40 41.50
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: Boltom of Pier (ft).. 58.30 58.70 59.00 58.60 57.50
Elevation: Top of Bearina Stratum (fU** 64.10 63.80 64.10 64.50 63.60
Bearina Stratum (description) G ra v s ha Ie
Nole: See reporl # NA fa reo m pre s s Ive SIre n 9 I h T e s I S pee i men s .
. Additional Penetration not requested unless noted. HE levation by others
LIMITATIONS: The test results pnesented henein wene prepared based upon the specific samples provided for testing. We assume no nesponsibility 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 neports ane
for the exclusive use of the clients to whom they are addressed and shall not be neproduced except in full without the written approval of Rone Engineering Services, Ltd.
(GKlKW) Page 5 of 6
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.: 302779
Project No.: 0713408
Date of Service: 10/24/2007
Report Date: 10/30/2007
Project: Point West VI
Coppell, Texas
Services: Straight Shaft Pier Inspection
D rille r: Auqer D rillinq
Pie rid e ntifica tio n D 15
PierDiameter(in) 24/actual30
DepthofPierFrom Surface (ft) 41.00
Depth of Bearing Stratum Fro m Surface(ft\ 35.50
Required Penetration (ft) 5.00
Actual Penetration (ft). 5.50
Condition of Bottom (wet/dry) Dry
Plumb Within Tolerance (ves Ino) Yes
C asinq D iam eter (in) I C asinq Lenqth (ft) 28/35
NumberofBars IReinforcing BarSize 6 1#6
Length of Reinforcing Steel (ft) 39.60
Time Drilling was Comoleted (am 10m) 4 :4 5 P M
Tim e Con c re te was P la c e d (a m I pm) 6 :0 0 PM
D e p th 0 f Pie r Fro m Too 0 f Con c re te Ht) 40.50
Elevation: Surface (ft).. 99.50
E Ie va Ii 0 n: Top 0 f Pie r (ft).. 99.00
Elevation: Bottom of Pier (ft).. 58.50
Elevation: Top of Bear in a Stratum (ft.)" 64.00
Bearinq Stratum (description) G ra v s h a Ie
Note: See report # NA for Com pressive Strength Test Specim ens.
. Additional Penetration not requested unless noted. "Elevation by others
Technician: Jimmy Hall Started: 05:45am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Alto: Mr. Emmit Coots (1-ec copy)
1-cc Pacheco Koch Consulting Engineers Altn: Mr. Jack Evans
1-cc City of Coppell Altn: Mr. Larry Davis
1-cc City of Coppell Altn: Mr. Lee Stone
Finished: 06:45pm Rone Engineering
pdd:
~
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.
(GKlKW) Page 6 of 6