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Duke Lesley 2A-LR071002 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.: 300091 Project No.: 0712932 Date of Service: 09/26/2007 Report Date: 10/02/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Reinforcing Steel Inspection Report of Inspection Locations and Items Inspected: Pier cap, grid ines 8/27-27.1, building pad, slab on grade, grid lines J-K.9/21-28.9 Item s Inspected: Co nfo rm ing Non Item s Inspected: Conforming Non Items Inspected: Co nfo rm ing Non Conforming Conforming Conforming Placing Drawings Bar Length Column Ties Properly Approved x and Shape x Tied and Spaced NA BarSize x Pro per B ar P lacem ent x Stirrup Spacing x Bar Grade x Pro perly Tied x Stirrup Type x Bars C iean x Dowel Bars in Place x Lapped Splices x Form Clean x Pro per B ar Suppo rts NA Corner Bars NA Numberof Bars x ProperCover NA Mechanical Splices NA Discrepancies 1 Comments: 1. Chairs to be added during concrete placement. Technician: Chris Harbour Rone Engineering See Report 299951 for technician time~ ~ Report Distribution: ~ . --...... Orig: Duke Construction, LP (Dallas, TX) Artn: Mr. Paul Byrne . .. ~ (1-ec copy) 1-cc City of Coppell Artn: Mr. Lee Stone K Scott W t AET 1-cc City of Coppell Artn: Mr. Larry Davis . p . t Ma son, 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. (TM/LB) Page 1 of 1 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.: 300341 Project No.: 0712932 Date of Service: 09/27/2007 Report Date: 10/02/2007 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 A.1-C/21-29.9 Item s Inspected: Conforming Non Items Inspected: Conforming Non Items Inspected: Co nfo rm ing Non Conforming Conforming Conforming Placing Drawings Bar Length Column Ties Properly Approved x and Shape x Tied and Spaced NA Bar Size x Pro per B ar P lacem ent x Stirrup Spacing NA Bar Grade x Properly Tied x Stirrup Type NA Bars Clean x Dowel Bars in Place x Lapped Splices x Form Clean x Pro per Bar Suppo rts NA Corner Bars NA Number of Bars x Pro per Cover NA Mechanical Splices NA Discrepancies / Comments: 1. Chairs to be added during concrete placement. Technician: Chris Harbour Rone Engineering See Report 300102 for technician time~ ~ Report Distribution: . ~ Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne . ...... . (1-ec copy) 1-cc City of Coppell Attn: Mr. Lee Stone K. Scott Watson AET 1-cc City of Coppell Attn: Mr. Larry Davis 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 exdusive 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 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.: 299812 Project No.: 0712932 Date of Service: 09/25/2007 Report Date: 10/02/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection Report of Inspection D rille r: Auaer Pier Identification D 12 9 E /2 9 F 12 9 G 12 9 H 12 9 PierDiameter(in) 24 24 24 24 24 Depth of Pier From Surface (ft) 48.00 48.40 47.10 44.00 42.40 Depth of Bear in a Stratum Fro m S u rfa ce (ft) 42.50 42.30 42.00 38.00 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). 5.50 6.10 5.10 6.00 5.40 Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes Yes CasinQ Diameter(in)/Casing Length (ft) 26/42.5 26/42 26/42 2 6/3 8 2 6 13 7 NumberofBars/Reinforcing BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6 Len g th 0 f Rei n fo rc i n g S te e I (ft) 46.80 47.20 46.00 42.80 41.30 Time Drilling was Completed (am Ipm) 8 :4 7 AM 9:06 AM 11:19AM 11:37AM 1 0:20 AM Time Concrete was Placed (am Ipm) 10:10 AM 1 1 :00 AM 1 2 :2 5 P M 12:57 PM 1 1 :55 AM Depth of Pier From Top of Concrete (ft) 47.50 47.90 46.60 43.50 41.90 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 Elevation: Bottom of Pier (ft).. 50.50 50.10 51.40 54.50 56.10 Elevation: Top of Bearing Stratum (ft.)" 56.00 56.20 56.50 60.50 61.50 BearinQ Stratum (description) B lu e s h a Ie Note: See re port # 2998 1 3 fo r Com pre s s i ve S tre n g th T est S p e c 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. (CH/JB) 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.: 299812 Project No.: 0712932 Date of Service: 09/25/2007 Report Date: 10/02/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection D rille r: Auaer Pie r Id e ntifica tio n L/2 7 .2 L/26.8 L/26 .2 L/25.8 L/2 5 .2 Pie r D i a mete r (i n) 30 30 30 30 30 Depth of Pier From Surface (ft) 43.60 40.50 40.30 42.00 39.50 Depth of Bearing Stratum Fro m Surface(ft) 37.00 33.60 33.70 36.50 33.20 ReQuired Penetration (ft) 5.00 5.00 5.00 5.00 5.00 A ctua I P e ne tra lio n (ft)' 6.60 6.90 6.60 5.50 6.30 Condition of Bottom (wet I dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes Ino) Ye s Yes Yes Yes Yes Casing Diameter(in)/Casing Length (ft) 32/36.8 3 2 13 3 .5 3 2 13 3 .7 32/36 32/33 NumberofBars IReinforcing BarSize 8 1#6 8 1#6 8 1#6 8 1#6 8 1#6 Length of Reinforcing Steel (ft) 43.00 39.30 39.40 41.00 38.50 Time Drilling was Completed (am Ipm) 1 :20 PM 2 :03 PM 2 :35 PM 3:15 PM 4:15 PM Tim e Con c re te was P la c e d (a m I pm) 2 :47 P M 3:40 PM 4:35 PM 5:30 PM 5:55 PM Depth of Pier F rom Top of Concrete 1ft) 43.60 40.00 40.00 41.60 39.20 Elevation: Surface (ft)** 95.00 95.50 95.30 95.40 95.30 Elevation:Top of Pier (ft)** 95.00 95.00 95.00 95.00 95.00 Elevation: Bottom of Pier (fO** 51.40 55.00 55.00 53.40 55.80 Elevation: Top of Bearing Stratum (ft.) ** 58.00 61.90 61.60 58.90 62.10 Bearing Stratum (description) B lu e s h a Ie Note: See re port # 29981 3 for Com pressive Strength Test Specim ens. . Additional Penetration not requested unless noted. HE levation by others 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: 07:00pm Rone Engineering V~ ~ 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 2 of 2 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.: 299951 Project No.: 0712932 Date of Service: 09/26/2007 Report Date: 10/02/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection Report of Inspection D ri lie r: A uo e r Pier Identification L/24.8 L/24.2 L/23.8 L/23 .2 L/22.8 PierDiameter(in) 30 30 30 30 30 Depth of Pier From Surface (ft) 42.00 39.30 39.40 41.80 39.30 D e p th 0 f Be a ri n g S tra tu m Fro m S urfa ce (ft) 37.00 34.00 33.50 35.60 33.40 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)" 5.00 5.30 5.90 6.20 5.90 Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes Ino) Ves Ves Ves Ves ves Casino Diameter(in)/Casing Length (ft) 3 2 13 7 32/34 3 2 13 3 32/35.6 32/33.2 NumberofBars IReinforcing BarSize 8 1#6 8 1#6 8 1#6 8 1#6 8 1#6 Length of Reinforcing Steel (ft) 41.00 38.30 38.30 40.60 38.20 Time Drilling was Completed (am Ipm) 8:22 AM 9:03 AM 9:42 AM 1 0 :3 5 AM 11:25AM Time Concrete was Placed (am Ipm) 9:30 AM 10:05 AM 1 0 :5 5 AM 12:34 PM 1 :11 PM Depth of Pier From Top of Concrete (ft) 41.60 39.00 38.90 41.30 38.80 E leva tio n: S urfa ce (ft).. 95.40 95.30 95.50 95.50 95.50 Elevation: Top of Pier (ft).. 95.00 95.00 95.00 95.00 95.00 Elevation: Bottom of Pier (ft).. 53.40 56.00 56.10 53.70 56.20 Elevation: Top of Bearing Stratum (ft.) .. 58.40 61.30 62.00 59.90 62.10 Bearino Stratum (description) Blue sha Ie Note: See re port # 2 9 9952 fo r Com pre S S i ve S tre n 9 th T est S p e c 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. (CH/JB) 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.: 299951 Project No.: 0712932 Date of Service: 09/26/2007 Report Date: 10/02/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection D rille r: Auger Pie rid e ntifica tion L/22.2 L .21.8 L/2 1 .2 L/2o.8 L/2o.2 PierDiameter(in) 30 30 30 30 30 D e p th 0 f Pie r F ro m S u rfa c e (ft) 40.20 41.40 37.30 39.40 41.50 Depth of Bear in 0 Stratum Fro m S u rfa c e (ft) 34.00 36.20 32.20 33.40 35.30 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft). 6.20 5.20 5.10 6.00 6.20 Condition of Bottom (wet/dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes Yes Cas in g D i a mete r (i n) 1 Cas in 0 Len 0 th (ft) 32/34 3 2 13 6 32/32.2 3 2 13 3 32 NumberofBars IReinforcino BarSize 8 1 #6 8 1 # 6 8 1 #6 8 1 #6 8 1 #6 Lenoth of Reinforcino Steel (ft) 39.10 40.30 36.20 38.40 39.20 Time Drillino was Completed (am Ipm) 1 2 :09 P M 1 :00 PM 2 :04 PM 2 :4 5 P M 3 :2 0 P M Time Concrete was Placed (am Ipm) 1 :50 P M 3:00 PM 3 :4 0 P M 4 :2 0 P M 5 :2 0 P M Depth of Pier F rom Top of Concrete (ft) 39.70 40.90 36.90 39.10 41.00 Elevation: Surface (ft)** 95.50 95.50 95.40 95.30 95.50 E Ie va ti 0 n: Top 0 f Pie r (ft) ** 95.00 95.00 95.00 95.00 95.00 Elevation: Bottom of Pier (ft)** 55.30 54.10 58.10 55.90 54.00 E Ie va ti 0 n : Top of Bearino Stratum (ft.)** 61.50 59.30 63.20 61.90 60.20 Bearing Stratum (description) Blue shale Not e: See re port # 2 9 9 9 5 2 for Com pressive Strength Test S pecim ens. . Additional Penetration not requested unless noted. HE levation by others 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: 06:15pm 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. (CH/JB) 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.: 300102 Project No.: 0712932 Date of Service: 09/27/2007 Report Date: 10/02/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection Report of Inspection I D rille r: Auger Pier Identification L/1 9.8 L/1 9.2 L/1 8.8 L/1 8.2 L/1 7.8 Pier D iam eter (in) 30 30 30 30 30 De 0 th 0 f Pie r Fro m S u rfa c e (ft) 32.30 39.50 39.00 40.60 38.60 Deoth of Bear in a Stratum From Surface (ft) 26.00 34.50 33.40 35.00 33.20 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)* 6.30 5.00 5.60 5.60 5.40 Condition of Bottom (wet/drv) D rv D rv Dry D rv D rv Plumb Within Tolerance (ves /no) Yes Yes Yes Yes Yes Casino Diameter(in)/Casino Lenoth (ft) 3 2 /2 5 .8 32/34.5 3 2/3 3 3 2/3 4 32/33.2 Number of Bars / Reinforcino Bar Size 8 / #6 8 / #6 8 / #6 8 / #6 8 / #6 Lenath of ReinforcinQ Steel (ft) 31.20 38.30 37.90 39.40 37.50 Tim e D rillino was Com pleted (am / pm) 8:47 AM 9:01 AM 9 :40 AM 11:35AM 11:55AM Tim e Con c re te was P la c e d (a m / pm) 10:20 AM 11 :00 AM 11:50AM 12:39 PM 1 :20 PM Deoth of Pier From Too of Concrete (ft) 31 .80 39.00 38.50 40.10 38.10 Elevation: Surface (ft)u 95.50 95.50 95.50 95.50 95.50 Elevation: Too of Pier (ft)u 95.00 95.00 95.00 95.00 95.00 Elevation: Bottom of Pier (ft)u 63.20 56.00 56.50 54.90 56.90 Elevation: Too 0 f B e a ri n aStra tu m (ft.) U 69.50 61 .00 62.10 60.50 62.30 Bearina Stratum (descriotion) Blue shale Note: See re port # 3 0 0 1 03 for Compressive Strength Test Specimens. * Additional Penetration not requested un Ie s s note d . 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/JB) Page 1 of 2 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.: 300102 Project No.: 0712932 Date of Service: 09/27/2007 Report Date: 10/02/2007 Project: Hemisphere's at Point West Coppell, Texas Services: Straight Shaft Pier Inspection D rille r: A uo e r Pier Identification L/1 7.2 L/1 6.2 L/1 5.8 L/1 5.2 L/1 4.8 Pier Diameter (in) 30 30 30 30 30 Depth of Pier From Surface (ft) 38.50 39.80 39.00 39.00 39.50 Depth ofBearino Stratum From S urfa ce (fl) 33.20 34.20 33.20 33.50 34.10 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)" 5.30 5.60 5.80 5.50 5.40 Condition of Bottom (wet! dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes Yes Casino Diameter(in)/Casino Lenoth(ft) 32/33.2 3 2 13 3 .9 32/3 3 32/33.5 32/33 Number of Bars I Reinforcing Bar Size 8 1#6 8 1#6 8 1#6 8 1#6 8 1#6 Length of Reinforcing Steel (ft) 37.30 38.70 37.80 37.60 38.40 Time Drilling was Completed (am 10m) 1 :00 PM 1 :48 P M 2:35 PM 3:20 PM 4 :0 0 P M Time Concrete was Placed (am I pm) 2:10 PM 3:30 PM 4:05 PM 4:52 PM 5:20 PM Depth of Pier From Top of Concrete (ft) 38.00 39.30 38.50 38.50 39.00 Elevation: Surface (ft).. 95.50 95.50 95.50 95.50 95.50 Elevation: Top of Pier (ft).. 95.00 95.00 95.00 95.00 95.00 Elevation: Bottom of Pier (ft).. 57.00 55.70 56.50 56.50 56.00 Elevation: To p of B ea ring Stratum (fl.)" 62.30 61.30 62.30 62.00 61.40 Bearinq Stratum (description) Blue shale Note: See report# 300103 for Compressive Strength TestSpecimens. "Additional Penetration not requested unless noted. "Elevation by others Remarks: Pier L/16.8 to be drilled at a later date due to plumbing obstruction. Technician: Chris Harbour Report Distribution: Orig: Duke Construction, LP (Dallas, TX) Alln: Mr. Paul Byme (1-ec copy) 1-cc City of Coppell Alln: Mr. Lee Stone 1-cc City of Coppell Alln: Mr. Larry Davis Started: 06:00am Finished: 05:00pm 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. (CH/JB) 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 Reinforcing Steel Inspection Report No.: 299942 Project No.: 0712932 Date of Service: 09/25/2007 Report Date: 10/02/2007 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 E-G/11-21, 3 piercaps, grid lines K.9-L.1/28-29, J.2/29.9-30.1 Items Inspected: Co nfo rm ing Non Items Inspected: Conforming Non Items Inspected: Conforming Non Confonming Conforming Conforming P lacing Drawings Bar Length Column Ties Properly Approved x and Shape x Tied and Spaced NA BarSize x Pro per Bar P laeement x Stirrup Spacing x Bar Grade x Pro perly Tied x Stirrup Type x Bars Clean x Dowel Bars in Place x Lapped Splices x Form Clean x Pro per B ar Suppo rts x Co mer Bars NA Numberof Bars x ProperCover x Mechanical Splices NA Discrepancies / Comments: 1. Slab chairs to be added during concrete placement. Technician: Chris Harbour Rone Engineering See Report 299817 for technician time~ ~ Report Distribution: " .A/IhIr Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne . ~./ .. .. . (1-ec copy) 1-cc City of Coppell Attn: Mr. Lee Stone K Scott Watson AET 1-cc City of Coppell Attn: Mr. Larry Davis . p . t Ma a' roJec n ger ~ 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