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Duke Lesley 2A-LR070914 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.: 297740 Project No.: 0712932 Date of Service: 09/01/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: Building slab on grade, grid lines 1.1-11/A.1-C. Item s Ins peel ed: Conforming Non 11ems Inspected: Co nfo rm ing Non Items Inspected: Co nfo rm ing Non Conforming Conforming Conforming P lacing Drawings Bar Length Column Ties Properly Approved x and Shape x Tied and Spaced NA Bar Size x Proper B ar Placement x Stirrup Spacing NA Bar Grade x ProperiyTied x Stirrup Type NA 8 ars C iean x Dowel Bars in Place x Lapped Spilces x Form Clean x Pro per Bar Suppo rts NA CornerBars NA Numberof Bars x Pro per Co ver NA Mechanical Spilces NA Discrepancies 1 Comments: 1. Chairs to be placed during concrete placement. Technician: Chris Harbour Started: 10:00am 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: 11 :30am 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. (TMIKW) 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 Reinforcing Steel Inspection Report No.: 297829 Project No.: 0712932 Date of Service: 09/04/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Cappell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: 3 pie r caps, 9 rid line s J .2/010.9-1.1, K .9-L.1/1.5-2, K.9-L.1/3. Items Inspected: Co nfo rm ing Non Items Inspected: Co nfo rm ing Non Ilem s Ins peeled: Conforming Non Co nforming Conforming Conforming P lac ing Drawings Bar Length Column Ties Properly Approved x and Shape x Tied and Spaced NA Bar Size x P ra per Bar P lacem ent x Stirrup Spacing x Bar Grade x Pro perly Tied x Stirrup Type x Bars Clean x DowelBars in Place x Lapped Splices x Form Clean x Pro per Bar Suppa rts x CornerBars NA Numberof Bars x ProperCover x Mechanical Splices NA Discrepancies 1 Comments: No apparent discrepancies were noted at the locations listed above. Technician: Chris Harbour Rone Engineering See Report 297759 for technician time~~ Report Distribution: , , '" ' ' , ~ Orig: Duke Construction, LP (Dallas, TX) Altn: Mr. Paul Byrne ',. ,. , " '.' ~' (1-ec copy) ,- 1-cc City of Coppell Altn: Mr. Lee Stone K S It W t AET . L D' ,co a son, 1-cc City of Coppell Altn: Mr. arry aVls p . t M rOJec anager 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. (fM/KW) 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 Reinforcing Steel Inspection Report No.: 297942 Project No.: 0712932 Date of Service: 09/06/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Report of Inspection Locations and Items Inspected: Building slab on grade, grid lines E-G/1.1-11. Items Inspected: Conforming Non Items Inspected" Co nto rm ing Non Item sins peeted: Co nfo rm ing Non Conforming Conforming Conforming Placing Drawings Bar Length Column Ties Pro perly Approved x and Shape x Tied and Spaced NA Bar Size x Pro per Bar P lac em ent x Stirrup Spacing NA Bar Grade x Pro perly Tied x Stirrup Type NA Bars Clean x Dowel Bars in Place NA Lapped Splices x Form Clean x Pro per B ar Supports NA Corner Bars NA Numberof Bars x Proper Cover x Mechanical Splices NA Discrepancies / Comments: 1. Dowels and chairs to be placed during concrete placement. 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: 08:45am Rone Engineering ~~~ 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. (TMIKW) 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 Reinforcing Steel Inspection Report No.: 298161 Project No.: 0712932 Date of Service: 09/07/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: Building slab on grade, grid lines J-K.9/1.1-11. Item s Inspected' Co nfo rming Non Ilem s Ins peeled: Co nfo rm ing Non lIem sins peeted: Co nfo rming Non Conforming Co nfo rm ing Conforming P lacing Drawings Bar Length CD lum n Ties Pro parly Appro ved x and Shape x Tied and Spaced NA Bar Size x Proper Bar P lac em ent x Stirrup Spacing NA Bar Grade x Pro perly Tied x Stirrup Type NA Bars Clean x Dowel Bars in Place x Lapped Splices x Form Clean x Proper Bar Suppo rts x Co mer 8 ars NA Number of Bars x ProperCover x Mechanical Splices NA Discrepancies / Comments: 1. Chairs to be placed during concrete placement. Technician: Chris Harbour Rone Engineering seeReport298032fortechniCiantime", ~ ',' ','~, ~,.'-,""'" ',' ',' Paul Byrne ~ K. Scott Watson, AET Project Manager Report Distribution: Orig: Duke Construction. LP (Dallas, TX) Attn: Mr, (1-ec copy) 1-cc City of Coppell Attn: 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/KW) 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 Reinforcing Steel Inspection Report No.: 298221 Project No.: 0712932 Date of Service: 09/08/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: Building slab on grade, grid lines E-G/1.1-11, re-inspection after steel and poly removed following rain event to allow subgrade to dry. Items Inspected. Conforming Non Items Inspected: Co nfo rm ing Non Item sins pected: Conforming Non Conforming Conforming CD nfo rm ing Placing Drawings Bar Length Column Ties Pro perly Approved x and Shape x Tied and Spaced NA Bar Size x Proper B ar Placement x Stirrup Spacing NA Bar Grade x Pro 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 x Corner Bars NA Num ber of Bars x ProperCover x Mechanical Splices NA Discrepancies / Comments: 1. Chairs to be added during concrete placement. Technician: Chris Harbour Rone Engineering See Report 298197 for technician time~~ Report Distribution: .. . . Orig: Duke Construction, LP (Dallas, TX) Alln: Mr. Paul Byrne . .. ... ..... ... . . . · (1-ec copy) . 1-cc C~ty of Coppell Alln: Mr. Lee Stone. K. Scott Watson, AET 1-cc City of Coppell Alln: Mr. Larry DavIs p . t M rOJec anager :~ 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. (TMlKW) 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 In-Place Density Testing Report No.: 298123 Project No.: 0712932 Date of Service: 09/07/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Perform In-Place Density Testing PROJECT DATA Contractor: Duke Construction, LP Test Method: ASTM D-6938 Gauge: Troxler 3430 Gauge Serial No: 35518 Test Mode: DT Standard Counts Moisture Density Current: 730 Current: 2519 Previous: 731 Previous: 2494 MOISTURE DENSITY RELATIONS Maximum Moisture Density Project Requirements MID No. Description % (pet) Moisture Density 272998 Brown / Silty Clay wI Organics 22.5 96.5 Optimum +4 95 min FIELD DENSITY TESTS Test Probe MID Moisture Wet Density Dry Density Density No Test Location Depth No. % (pet) (pet) (% max) Trench fill 480' from south end of electric line, 3' below 6" 272998 23.1 117.1 95.1 99 grade Trench fill 2 480' from south end of electric line, 2' below 6" 272998 23.0 117.5 95.5 99 grade Trench fill 3 480' from south end of electric line, l' below 6" 272998 22.9 116.4 94.7 98 grade Trench fill 4 480' from south end of electric line, final 6" 272998 23.7 116.3 94.0 97 Technician: Joe Jernigan 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 Started: 12: 15pm Finished: 01 :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. (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 Cancellation Report No.: 297881 Project No.: 0712932 Date of Service: 09/05/2007 Report Date: 09/14/2007 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. (CH/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.: 298032 Project No.: 0712932 Date of Service: 09/07/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection Report of Inspection D ri lie r: A ug e r Pier Identification K/20 J 120 J 119 K 121 J /21 PierDiameter(in) 24 24 24 24 24 Depth of Pier From Surface (ft) 43.30 43.60 43.50 43.00 43.40 Depth ofBearinq Stratum Fro m Surface(ft) 37.00 38.00 37.00 37.00 38.00 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)" 6.30 5.60 6.50 6.00 5.40 Condition of Bottom (wet/dry) Dry Dry D rv Dry Dry Plumb Within Tolerance (yes Ino) Ye s Yes Yes Yes Yes Casing Diameter (in) I C asinq Lenqth (ft) 26/36.9 26/38 26/37 26/37 26 NumberofBars IReinforcing BarSize 6 1#6 6 1#6 6 / #6 6 / # 6 6 1#6 Length of Reinforcing Steel (ft) 42.00 42.40 42.20 41.80 42.1 0 Time Drilling was Completed (am Ipm) 8:20 AM 8:55 AM 9 :40 A M 10:03AM 10:15 AM Time Concrete was Placed (am Ipm) 9:05AM 1 0 :0 0 AM 10:35 AM 11:20AM 11:50AM Depth of Pier From Top of Concrete (ft) 42.80 43.10 43.00 42.50 42.90 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 Ii 0 n: B 0 Ito m 0 f Pie r (ft)"" 55.20 54.90 55.00 55.50 55.1 0 Elevation: Top ofBearinq Stratum (ft.)** 61 .50 60.50 61 .50 61 .50 60.50 Bearinq Stratum (d escriptio n) Blue shale 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. (CH/KW) Page 1 of 4 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.: 298032 Project No.: 0712932 Date of Service: 09/07/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection D ri lie r: Auqer Pie rid e ntifica tio n K 12 2 J 122 J 123 J 12 4 K/23 Pie r D i a mete r (i n) 24 24 24 24 24 Depth of Pier From Surface (ft) 43.00 43.50 42.00 42.10 '44.90 Deoth ofBearino Stratum Fro m Surface(ft) 37.20 37.00 36.80 36.50 37.50 Reauired Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)' 5.80 6.50 5.20 5.60 7.40 Condition ofBotlom (wet/drv) D rv D rv D rv Dry D rv Plumb Within Tolerance (ves Ino) Yes Ye s Yes Yes Yes Casino Diameter(in)/Casino Lenoth (ft) 2 6 13 7 2 6/3 6 .9 26/36.8 26/36.9 2 6 13 7 NumberofBars IReinforcino BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6 Lenoth of Reinforcino Steel (ft) 41 .80 42.30 41.70 40.80 43.70 Time Drillina was Completed (am Ipm) 1 0 :3 0 A M 1 1 :09 AM 11:36AM 12 :03 PM 1 :19 PM Time Concrete was Placed (am 10m) 12:19 PM 1 2 :42 P M 1 :09 PM 1 :27 P M 1 :50 PM Depth of Pier From Top of Concrete (ft) 42.50 43.00 41.50 41.60 44.40 Elevation: Surface (ft).. 98.50 98.50 98.50 98.50 98.50 Elevation: Too of Pier (ft).. 98.00 98.00 98.00 98.00 98.00 E Ie va ti 0 n: B 0 tlo m 0 f Pie r (ft) ** 55.50 55.00 56.50 56.40 53.60 E Ie va ti 0 n : Too ofBearino Stratum (ft.)** 61 .30 61 .50 61.70 62.00 61.00 Bearina Stratum (descriotion) Blue shale Not e: See re port # NA for Com pres sive Strength Test S pecim ens. * Additional Penetration not requested unless noted **E levalion 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. (CH/KW) Page 2 of 4 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.: 298032 Project No.:. 0712932 Date of Service: 09/07/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Cappell, Texas Services: Straight Shaft Pier Inspection D ri lie r: A ug e r Pie rid e ntifica tio n K 124 K 12 5 J 12 5 J 12 6 K 126 PierDiameter(in) 24 24 24 24 24 Depth of Pier From Surface (ft) 43.40 42.70 43.70 42.70 43.20 Depth of Bearing Stratum Fro m S u rfa c e (ft) 37.30 37.20 36.80 37.30 37.40 R e qui re d Pen e tr a ti 0 n (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)' 6.10 5.50 6.90 5.40 5.80 Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes Yes Casing Diameter(in)/Casing Length (ft) 2 6 13 7 26/36.5 26/36.6 26/37 2 6 13 7 .1 NumberofBars IReinforcing BarSize 6 1 #6 6 1 #6 6 1 #6 6 1 #6 6 1 #6 Length of Reinforcing Steel (ft) 42.20 41.50 42.40 41.60 42.1 0 Time DrillinQ was Completed (am Ipm) 1 :38 PM 2 :05 PM 2:33 PM 3 :00 P M 3 :2 8 P M Time Concrete was Placed (am Ipm) 2:10 PM 2 :40 P M 3 :0 5 P M 3 :4 5 P M 4:30 PM Depth of Pier From Top of Concrete (ft) 42.90 42.20 43.20 42.20 42.70 E Ie va tio n: S urfa ce (ft)** 98.50 98.50 98.50 98.50 98.50 Elevation: Top of Pier (ft)" 9 8 .00 9 8.00 98.00 98.00 98.00 Elevation: Bottom of Pier (ft)" 5 5.10 55.80 54.80 55.80 55.30 Elevation: Top ofBearinQ Stratum (ft.)" 61 .20 61 .30 61 .70 61 .20 61 .10 Bearing Stratum (description) B lu e s h a Ie No Ie: See re port # NA for Compressive Strength Test Specimens. . Additional Penetration not requested unless noted. uE 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. (CH/KW) Page 3 of 4 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.: 298032 Project No.: 0712932 Date of Service: 09/07/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection o rille r: Auger Pier Identification K 12 7 Pier Diameter (in) 24 De p th 0 f Pie r Fro m S u rfa c e (ft) 44.40 Depth of Bearing Stratum Fro m Surface(ft) 38.00 Required Penetration (ft) 5.00 A ctua 1 P e ne tra tio n (ft)' 6.40 Condition of Bottom (wet 1 d ry) Dry Plumb Within Tolerance (yes Ino) Yes Casing Diameter(in)/Casing LenQth (ft) 26/37.7 NumberofBars IReinforcing BarSize 6 1 #6 Length of Reinforcing Steel (ft) 43.20 Time Drilling was Completed (am 1 pm) 3:56 PM Tim e Con c re te was P la c e d (a m 1 pm) 4:55 PM Depth of Pier From Top of Concrete (ft) 43.90 Elevation: Surface (ft).. 98.50 E Ie va ti 0 n: Top 0 f Pie r (ft).. 98.00 Elevation: Bottom of Pier (ft)" 5 4 .10 Elevation: Top of BearlnQ Stratum (fl.)" 60.50 Bearing Stratum (description) Blue sha Ie Not e: See re port # NA for Com pressive Strength T est S pee im ens. . Additional Penetration not requested unless noted. 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 4 of 4 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, T 4-2936 Report of Drilled Pier Inspection Report No.: 298197 Project No.: 0712932 Date of Service: 09/08/2007 Report Date: 09/14/2007 Hemisphere's at Point W Coppell, Texas s: Strai ier Inspection Report of Inspection D '11 A rJ e r: ug e r Pie r Id e ntifica tio n K 12 8 K 12 9 J 127 J 12 8 J 129 Pier Diameter (in) 24 24 24 24 24 D e p th 0 f P ie r Fro m S u rfa c e (ft) 45.00 45.70 44.00 42.80 41.70 Depth of Bearing Stratum Fro m Surface(ft) 37.00 37.60 38.00 37.00 36.60 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)" 8.00 8.10 6.00 5.80 5.10 Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes Yes Casing Diameter(in)/Casing Length (ft) 26/37 26/37.5 26/37 2 6 13 7 26/36.6 NumberofBars IReinforcing BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6 Length of Reinforcing Steel (ft) 43.70 44.50 42.80 41.60 40.50 Time Drilling was Completed (am Ipm) 8:00 AM 8:30 AM 8 :50 AM 9 :3 0 A M 10:00 AM Time Concrete was Placed (am Ipm) 9 :4 5 AM 10:30 AM 11:00AM 1 1 :27 A M 12:15 PM Depth of Pier From Top of Concrete (ft) 44.50 45.20 43.50 42.30 41.20 Elevation: Surface (ft).. 98.50 98.50 98.50 98.50 98.50 E Ie va ti 0 n: Top 0 f Pie r (ft) ** 98.00 98.00 98.00 98.00 98.00 Elevation: Bottom of Pier (ft)"" 53.50 52.80 54.50 55.70 56.80 Elevation: Top of Bearing Stratum (ft.)** 61.50 60.90 60.50 61 .50 61.90 Bearing Stratum (description) Blue shale Note:See report# NA forCompressive StrengthTestSpecimens. "Additional Penetration not requested unless noted. "Elevation by others !'lie 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 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.: 298197 Project No.: 0712932 Date of Service: 09/08/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Cappell, Texas Services: Straight Shaft Pier Inspection D rille r: Auger Pie r Id e ntifica tio n C /22 B /22 C /2 3 B /23 B /2 4 PierDiameter(in) 24 24 24 24 24 Depth of Pier From Surface (ft) 43.40 43.00 43.1 0 42.90 43.20 Depth of Bearing Stratum Fro m S urfa ce (ft) 38.00 38.00 38.00 37.60 37.20 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 A ctua I P e ne tra tio n (ft)* 5.40 5.00 5.1 0 5.30 6.00 Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes /no) Yes Ye s Yes Yes Yes Casing D iam eter (in) / Casing Length (ft) 2 6 /3 8 26/38 26/38 26/37.6 26/37.2 N u m b e r 0 f Bar s / Rei n fo rei n g Bar S i z e 6 / # 6 6 / #6 6 / # 6 6 / # 6 6 / #6 Length of Reinforcing Steel (ft) 42.1 0 41 .80 42.00 41 .70 42.1 0 Tim e D ri IIi n g was Com pie te d (a m / pm) 10:36AM 1 0 :5 3 AM 11:14AM 1 1 : 3 1 AM 1 1 :50 A M Time Concrete was Placed (am / pm) 1 2 :4 0 P M 1 :09 P M 1 :31 PM 1 :50 PM 2:13 PM Depth of Pier From Top 0 f Con c re te (ft) 42.90 42.50 42.60 42.40 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).. 55.1 0 55.50 55.40 55.60 55.30 E Ie va tio n: Top of Bearing Stratum (ft.)" 60.50 60.50 60.50 60.90 61 .30 Bearing Stratum (d e scrip tio n) 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 Test S pecim 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. (CHIKW) 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.: 298197 Project No.: 0712932 Date of Service: 09/08/2007 Report Date: 09/14/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection D rille r: M cK innev Pier Identification C /24 B /2 5 C /25 PierDiameter(in) 24 24 24 D eo th 0 f Pie r Fro m S u rfa c e (ft) 43.70 44.00 44.40 Depth of Bearino Stratum Fro m S u rfa c e (ft) 38.00 38.00 38.50 R e quire d P e netra tio n (ft) 5.00 5.00 5.00 A ctua I P e ne tra tio n (ft)- 5.70 6.00 5.90 Condition of Bolt om (wet / dry) Dry Dry Dry Plumb Within Tolerance (ves Ino) Yes Yes Yes Casino Diameter(in)/Casino Lenoth (ft) 2 6 /3 8 2 6 /3 8 26/38 .1 NumberofBars /Reinforcing BarSize 6 / #6 6 / #6 6 / #6 Lenoth of Reinforcing Steel (ft) 42.50 42.80 43.30 Time Drillina was Completed (am /pm) 12:30 PM 1 2 :5 0 PM 1:18 PM Tim e Con c re te was P la c e d (a m / pm) 2 :36 PM 3:00 P M 3 :20 P M Depth of Pier From Top of Concrete (ft) 43.20 43.50 43.90 Elevation: Surface (ft)** 98.50 98.50 98.50 Elevation: Top of Pier (ft)** 98.00 98.00 98.00 Elevation: Bottom of Pier (ft)-- 54.80 54.50 54.1 0 Elevation: Top of Bear in a Stratum (ft.) ** 60.50 60.50 60.00 Bearina Stratum (d e scrip tio n) B lu e s h a Ie Not e: See re port # NA for Compressive Strength Test Specimens. . Additional Penetration not requested unless noted HE levation by others Technician: Chris Harbour Started: 05:45am Report Distribution: Orig: Duke Construction, LP (Dallas, TX) AUn: Mr. Paul Byrne (1-ec copy) 1-cc City of Coppell AUn: Mr. Lee Stone 1-cc City of Coppell AUn: Mr. Larry Davis Finished: 03:45pm 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