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Duke Lesley 1A-LR071102 Rone En~== _I 8908 Ambassador Row, Dallas, TX 75247 77u1 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.: 303484 Project No.: 0713408 Date of Service: 10/30/2007 Report Dllte: 11/02/2007 Project: Point West VI Coppell, Texas Services: Straight Shaft Pier Inspection Report of Inspection D rille r: A uo e'r Pie r Id e n ti fi c a ti 0 n F 116 F 117 F 118 F 119 F 12 0 Pier Diameter (in) 24 24 24 24 24 De p th 0 f Pie r Fro m S u rfa c e (ft) 45.00 42.50 45.00 42.50 40.50 Deoth ofBearino Stratum From S u rfa c e (ft) 39.00 37.00 39.00 37.20 34.50 Reauired Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)* 6.00 5.50 6.00 5.30 6.00 Condition of Boll om (wet/dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes Yes Casino Diameter(in)/Casino Lenath (ft) 26/37 26/37 2 6/3 7 26/36.5 2 613 5 NumberofBars IReinforcino BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6 Length of Reinforcing Steel (ft) 44.00 41.50 44.00 41.50 39.50 Time Drilling was Completed (am Ipm) 8 :3 5 AM 9:00 AM 9 :2 7 AM 9:50 AM 10:15 AM Time Concrete was Placed (am Ipm) 9 :3 0 AM 9:50 AM 10:30 AM 1 1 :20 AM 12:30AM D eo th 0 f Pie r Fro m Top 0 f Con c re te (ft) 44.50 42.00 44.50 42.00 40.00 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 E leva tio n: Botto m of Pie r (ft).. 54.50 57.00 54.50 57.00 59.00 Elevation: Too ofBearino Stratum (ft.)** 60.50 62.50 60.50 62.30 65.00 Bearing Stratum (description) G ra V shale 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 rlo 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 5 Rone En2== i 8908 Ambassador Row, Dallas, TX 75247 770~ 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.: 303484 Project No.: 0713408 Date of Service: 10/30/2007 Report Date: 11/02/2007 Project: Point West VI Coppell , Texas Services: Straight Shaft Pier Inspection Driller: Ague r Pie r Id e ntifica tio n F 121 F 122 E 114 E 115 E 117 PierDiameter(in) 24 24 24 24 24 Depth of Pier From Surface (ft) 36.80 41.00 43.50 46.50 43.60 Depth of Bearing Stratum From Surface (ft) 31.40 35.40 38.00 41.00 38.00 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)" 5.40 5.60 5.50 5.50 5.60 Condition of Boll om (wet/drv) D rv Dry D rv D rv Dry Plumb Within Tolerance (ves I no) Yes Yes Yes Yes Yes Casing Diameter(in) ICasing Length (ft) 30 30 30 30 30 NumberofBars/Reinforcing BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6 Length of Reinforcing Steel (ft) 35.70 40.00 42.50 45.50 42.60 Time Drilling was Comoleted (am 10m) 10:30AM 10:50AM 11:15AM 1 2 :0 0 P M 1 2:20 PM Time Concrete was Placed (am Ipm) 12:45 PM 1 :00 PM 1:15 PM 1 :50 PM 2:15 PM Depth of Pier From Top of Concrete (ft) 36.30 40.50 43.00 46.00 43.10 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).. 62.70 58.50 56.00 53.00 55.90 Elevation: Top ofBearinll Stratum (ft.)"" 68.10 64.10 61.50 58.50 61.50 Bearinll Stratum (descriotion) Grav shale Note: See report# NA for Compressive Strength TestSpecirriens. "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 mo 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. (CHfKW) Page 2 of 5 Rone Engineering . 8908 Ambassador Row, Dallas, TX 75247 770~ 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 Orilled Pier Inspection Report No.: 303484 Project No.: 0713408 Date of Service: 10/30/2007 Report Date: 11/02/2007 Project: Point West VI Coppell, Texas Services: Straight Shaft Pier Inspection D rille r: Auoer Pie rid e ntifica tio n E 119 E 120 E 12 1 E 12 2 E 116 Pie r D i am e te r (i n) 24 24 24 24 24 Deoth of Pier From S u rfa ce (ft) 42.00 41.00 42.00 41.00 44.30 Deoth ofBearino Stratum From S u rfa c e (ft) 36.50 34.00 36.00 35.00 38.30 Reouired Penetration (ft) 5.00 5.00 5.00 5.00 5.00 A ctua I P e ne tratio n (ft)" 5.50 7.00 6.00 6.00 6.00 Condition of Bottom (wet/dry) D rv D rv D rv D rv Dry Plumb WithinTolerance (yes Ino) Yes Yes Yes Yes Yes Casino Diameter(in)/Casina Lenath(ft) 2 6/3 5 2 6 13 4 2 6/3 5 2 6/3 2 2 6 13 7 NumberofBars IReinforcino BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6 Le noth of Re info rcino S te e I (ft) 41.00 40.00 41.00 40.00 43.30 Time Drillino was Comoleted (am 10m) 1 :20 P M 2:00 PM 2:30 P M 3 :0 5 PM 1 2 :45 P M Time Concrete was Placed (am 10m) 3 :2 6 P M 3:15 PM 3:30 PM 3 :4 0 P M 2:00 PM Depth of Pier From Too of Concrete (ft) 41.50 40.50 41.50 40.50 43.80 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 (m" 5 7.50 58.50 57.50 58.50 55.20 Elevation: Top of Bear in a Stratum (fU" 6 3.00 65.50 63.50 64.50 61.20 Bearina Stratum (descriotion) G ra v s h:ll Ie Not e: See re port # NA for Compressive Strength Test Specimens. . 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 mo 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 approv~1 of Rone Engineering Services, Ltd. (CH/KW) Page 3 of 5 Rone Engineering .. , 8908 Ambassador Row, Dallas, TX 75247 77d1 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.: 303484 Project No.: 0713408 Date of Service: 10/30/2007 Report Diilte: 11/02/2007 Project: Point West VI Coppell, Texas Services: Straight Shaft Pier Inspection D rille r: A ua e r Pie r Id e n ti fi c a ti 0 n E /18 D /1 4 D /15 D /16 D /17 Pier Diameter (in) 24 24 24 24 24 Depth of Pier From Surface (ft) 43.80 45.00 46.40 44.50 45.00 Depth ofBearino Stratum Fro m S urfa ce (ft) 38.00 39.50 40.00 37.40 38.00 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 A ctua I P e ne tra tio n (ft). 5.80 5.50 6.40 7.10 7.00 Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes /no) Yes Yes Yes Yes Yes CasinQ Diameter{in)/Casina Lenoth(ft) 2 6/3 7 2 6/3 6 2 6 /3 9 26/36.5 26/3 7 NumberofBars /Reinforcino BarSize 6 / #6 6 / #6 6 / #6 6 / #6 6 1#6 Length of Reinforcing Steel (ft) 42.80 44.00 45.40 43.50 44.00 Time Drillino was Completed (am /pm) 1 :00 PM 3:30 P M 3 :45 P M 4:00 PM 4 :20 P M Time Concrete was Placed (am Ipm) 2 :5 0 P M 4:30 PM 4 :4 5 P M 5:00 PM 5 :2 5 P M Depth of Pier Fro m Top of Concrete (ft) 43.30 44.50 45.90 44.00 44.50 E Ie va lio n: S u rfa 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).. 55.70 54.50 53.10 55.00 54.50 E Ie va ti 0 n: Top of Bearino Stratum (ft.)" 61.50 60.00 59.50 62.10 61.50 Bearing Stratum (description) G ra y s h aile 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 1110 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 hO 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. (CHfKW) Page 4 of 5 Rone En~== i 8908 Ambassador Row, Dallas, TX 75247 77~1 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.: 303484 Project No.: 0713408 Date of Service: 10/30/2007 Report Date: 11/02/2007 Project: Point West VI Coppell, Texas Services: Straight Shaft Pier Inspection D rille r: A Ug e r Pie rid e ntifica tio n D 118 PierDiameter(in) 24 DeothofPierFrom Surface (ft) 42.00 Death of Bear in a Stratum Fro m Surface(ft) 35.50 Reauired Penetration (ft) 5.00 Actual Penetration (ft)' 6.50 Condition of Bottom (wet I d rv) D rv Plumb Within Tolerance (ves Ino) Yes Casino Diameter(in)/Casing Length(ft) 26/36 NumberofBars IReinforcing BarSize 6 1#6 Le ng th of R e info rcing S tee I (ft) 41.00 Time Drillina was Comoleted (am 10m) 4:18 PM Time Concrete was Placed (am Ipm) 6:30 PM Death of Pier From Too of Concrete (ft) 41.50 Elevation: Surface (ft).. 99.50 Elevation: Top of Pier (ft).. 99.00 Elevation: Bottom of Pier (fO" 5 7.50 Elevation: Too of Bearing Stratum (ft.)" 64.00 Bearino Stratum (descriotion) G ra v s h a Ie Not e: See re port # NA fo reo m pre s s ive S t re n 9 t h T e s I S pee i men s . . Additional Penetration not requested unless noted. "E levation by others Technician: Denny Harris Started: 07:00am 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: 07:15pm Rone Engineering p~ ~ K. Scott Watson, AET Projeat Manager LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume 1)0 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 J!l0 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 5 of 5 Rone Engineering . . 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, 8te 600, Houston, TX 77040 4421 Freidrich, 8te 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.: 303578 Project No.: 0713408 Date of Service: 10/30/2007 Report Date: 11/02/2007 Project: Point West VI Coppell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: Slab on grade, grid lines J-L/12-22 nem s Ins peeled: Conforming Non Ilem s Ins peeled: Conforming Non Items Inspected: Conforming Non Conforming Co nfo rm ing Conforming P lacing Drawings Bar lenglh Column Ties Properly Approved x and Shape x Tied and S p;aced NA Bar Size x Proper Bar Placement x Stirrup SpaQing NA Bar Grade x Properly Tied x Stirrup Type NA Bars Clean x Dowel Bars in Place x lapped Splices x Form Clean x P roper Bar Supports x ComerBar& NA Numberof Bars x P roper Cover x M echanical,Splices NA Discrepancies I Comments: 1. Diamond dowels used (began placing steel at3:00pm) No apparent discrepancies were noted at the locations listed aoove. Technician: Bruce Eberts Started: 03:15pm 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: 06:15pm 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 rlo 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 771111 W Little York, Ste 600, Houston, TX 77040 4421 Freidrich, Ste 195, Austin, TX 78744 Corporate Phone: (214) 630-9745 Report of Reinforcing Steel Inspection Client: Duke Construction, LP 14241 Dallas Pkwy, Ste 1000 Dallas, TX 75254-2936 Report No.: 303287 Project No.: 0713408 Date of Service: 10/27/2007 Report Date: 11/02/2007 Project: Point West VI Coppell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: Building slab on grade. grid lines C-E/2-12 Item s Inspected: Conforming Non Items Inspected: Conforming Non Item sins peeted: Conforming Non Conforming Conforming Co nfo rm ing P lacing Drawings Bar Length Column Ties Properly Appro ved x and Shape x Tied and SPl'lced NA Bar Size x Proper Bar Placement x Stirrup Spaoing 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 B ar Supports x Corner BarS NA Numberof Bars x Proper Cover x M echanicalSplices NA Discrepancies I Comments: 1. Chairs to be placed during concrete placement. No other apparent discrepancies were noted at the locations listed above. Technician: Clayton Snyder Started: 02:00pm 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: 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 np 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 rio 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 approvaji of Rone Engineering Services, ltd. 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