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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.: 299796
Project No.: 0712932
Date of Service: 09/24/2007
Report Date: 09/28/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Building pad, slab on grade, grid lines C-E/1.1-11
Items Inspected: Co nformlng Non Items Inspected: Co nfo rm Ing Non Item s Ins peeled: Co nfo rm Ing Non
Co nform ing Co nfo rm Ing Co nform ing
Placing Drawings Bar Length Column Ties Properly
Appro ved x and Shape x Tied and Spaced NA
Bar Size x Pro per 8 ar P laeem ant x Stirrup Spacing NA
Bar Grade x P ro perly Tied x Stirrup Type NA
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per Bar Suppa rts NA CornerBars NA
Number of Bars x ProperCover NA Mechanical Splices NA
Discrepancies / Comments:
1. Chairs to be added during concrete placement.
Technician: Chris Harbour
Rone Engineering
See Report 299684 for technician time. ~ . .~.. .. ~_. . .... . .
Paul Byrne ~ .
K. Scott Watson, AET
Project Manager
~
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Alln: Mr.
(1-ec copy)
1-cc City of Coppell Alln: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
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.
(TM/LB) 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.: 299684
Project No.: 0712932
Date of Service: 09/24/2007
Report Date: 09/28/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
Report of Inspection
D rille r: A UQe r
Pie r Identification D.2/30.1 C 129 J.2/29.9 D 128 L .1/2 9 .1
Pier Diameter (in) 30 24 30 24 30
Depth of Pier From Surface (ft) 42.00 49.00 40.60 47.00 43.40
Depth ofBearinQ Stratum Fro m Surface (ft) 35.80 44.00 34.00 41.30 36.80
Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00
A ctua I P e ne tra tio n (ft). 6.20 5.00 6.60 5.70 6.60
Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (ves 1 no) Yes Yes Yes Yes Yes
CasinQ Diameter(in)/Casina LenQth(ft) 32/35 26/44 3 2 13 4 26/41.3 3 2 13 6 .7
Number of Bars 1 Reinforcina Bar Size 8 1 #6 6 1 #6 8 1 #6 6 1 #6 8 1 #6
Length of Reinforcing Steel (ft) 40.70 47.80 39.30 45.90 42.10
Time Drilling was Completed (am Ipm) 9:05 AM 8:30 AM 9 :2 5 A M 10:51 AM 1 2 :25 P M
Time Concrete was Placed (am Ipm) 11:10AM 9:15 AM 1 1 :45 A M 11:55AM 1 2 :45 P M
Depth of Pier From Top of Concrete (ft) 39.50 48.50 38.10 46.50 40.90
Elevation: Surface (ft).. 98.50 98.50 98.50 98.50 98.50
Elevation: Top of Pier (tW' 96.00 98.00 96.00 98.00 96.00
Elevation: Bottom of Pier (ft).. 56.50 49.50 57.90 51 .50 55.10
Elevation: Top of Bear in a Stratum (ft.)" 62.70 54.50 64.50 57.20 61 .70
Bearina Stratum (description) Blue shale
Note:See report# NA forCompressive StrengthTestSpecimens.
. Additional Penetration not requested unless noted. "Elevation by others
,,-r,
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/LB) 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.: 299684
Project No.: 0712932
Date of Service: 09/24/2007
Report Date: 09/28/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Straight Shaft Pier Inspection
D ri lie r: Auaer
Pie r Id e n ti fi c a ti 0 n K .9/29 F /2 8 E /2 8 B /2 7 .1
PierDiameter(in) 30 24 24 24
DepthofPierFrom Surface (ft) 42.10 44.50 47.00 46.70
Depth of Bearing Stratum From Surface(ft) 37.00 38.50 41.00 41.20
Required Penetration (ft) 5.00 5.00 5.00 5.00
A ctua I P e ne tra tio n (ft). 5.10 6.00 6.00 5.50
Condition of Bottom (wet / dry) Dry Dry Dry Dry
Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes
Casino Diameter(in)/Casing Lenath (ft) 32/36 .5 26/38.5 26/41 26/4 1
NumberofBars /Reinforcing BarSize 8 / #6 6 1#6 6 1#6 6 / #6
Lenqth of Reinforcing Steel (ft) 40.90 43.30 45.90 45.50
Time Drillina was Completed (am Ipm) 1 :55 PM 2:50PM 3:45 PM 4 :2 0 P M
Tim e Con c re te was P la c e d (a m / pm) 2 :45 P M 4:10 PM 4 :4 0 P M 5:05 PM
D e p th 0 f Pie r Fro m Top 0 f Con c re te (ft) 39.60 44.00 46.50 46.20
E Ie va tio n: S urfa ce (ft).. 98.50 98.50 98.50 98.50
Elevation: Top of Pier (ft).. 96.00 98.00 98.00 98.00
Elevation: Bottom of Pier (It).. 56.40 54.00 51 .50 51 .80
Elevation: Top ofBearinq Stratum (ft.)" 61 .50 60.00 57.50 57.30
Bearina Stratum (description) B lu e s h a Ie
Note: See report # NA for Com pressive Strength Test S pecim ens.
. Additional Penetration not requested unless noted. HE levation by others
Remarks: Strattle pier for B/27 is l' from centerline
Technician: Chris Harbour Started: 06:00am
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: 06:00pm 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, LId.
(CH/LB) Page 2 of 2