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Duke Lesley 1A-LR071019 Rone En2== 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freldrlch, 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.: 301349 Project No.: 0713408 Date of Service: 10/08/2007 Report Date: 10/19/2007 Project: Point West VI Coppell, Texas Services: Straight Shaft Pier Inspection Report of Inspection D rille r: Auger Drilling Pie r Id e ntifica tio n D /1 D /2 D /3 PierDiameter(in) 24 24 24 BeIIDiameter(in) 72 72 72 Required Minimum Depth (ft) 17.00 17.00 17.00 Depth of Pier Prior to Underreaming (ft) 17.50 18.20 17.90 Depth of Pier After Underreaming (ft) . NA NA 17.90 Condition of Bottom (wet/drv) NA NA NA Plumb Within Tolerance (yes /no) NA NA NA Casing Diameter(in)/Casing LenQth (ft) NA NA NA NumberofBars /Reinforcing BarSize (#) NA NA NA LenQth of ReinforcinQ Steel (ft) NA NA NA Time Drilling was Completed (am /pm) NA NA NA Time Concrete was Placed (am /pm) NA NA NA D e p th 0 f Pie r Fro m Top 0 f Con ere te (ft) NA NA NA Elevation: Surface (ft)" NA NA NA E Ie vat ion: Top 0 f Pie r (ft).. NA NA NA Elevation: Bottom of Pier (ft).. NA NA NA Bearing Stratum (description) Native c la y / s h a Ie y cia y Not e. See R e port # NA for Compressive Strength Test Specimens. . Additional Penetration not requested unless noted. .. Elevation by Others. Remarks: Tested three holes to see if bell would hold - all three caved in. Technician: Jimmy Hall 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 Started: 08: 15am 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. (KW/KW) Page 1 of 1 Rone Eni== Client: Duke Construction, LP 14241 Dallas Pkwy, Ste 1000 Dallas, TX 75254-2936 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 Report of Concrete Compressive Strength Test Report No.: 301593 Project No.: 0713408 Date of Service: 10/10/2007 Report Date: 10/19/2007 Project: Point West VI Coppell, Texas Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. Contractor: Duke Construction, LP Concrete Supplier: Potter Concrete Plant: 10 Specification Requirements Strength: 3,000 psi @ 28 days Slump (in.): 5" - 7" Air (%): NA Test Method: ASTM C-172 ASTM C-31 (except 10.1.2) ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-138 ASTM C-39 PROJECT DATA Mix Design 1.0.: 9341 Placement Date: 10/10/2007 Weather Conditions: Clear Time Sampled: 12:00pm Temperature - Air: nOF Truck No: 110 Air Content: NA Overall Placement Location: Piers (see report #301592) Sample Location: Pier J/2 REPORT OF TESTS Batch time: 11: 19am Concrete: 900F Ticket No: 7881 Unit Weight (pcf): NA Measured Slump (inches) 6.5 Concrete Compressive Cylinder 6" x 12" Maximum Load (Ibs) 76,870 Cylinder Marked Date Set No. Tested 1 1 10/17/2007 1 2 11/07/2007 1 3 11/07/2007 4 12/05/2007 Age (days) 7 Diameter (in) 6.00 28 28 56 Remarks: Water added at site: 20 gallons Area (in') 28.27 Compressive Strength (psi) 2,720 Fracture Type Cone/Split Report Distribution: Orig: Duke Construction, LP (Dallas, TX) Alln: Mr. Emmit Coots (1-ec copy) 1-cc Poller Concrete Alln: Mr. Ryan Skelly 1-cc Pacheco Koch Consulting Engineers Alln: Mr. Jack Evans 1-cc City of Coppell Alln: Mr. Larry Davis 1-cc City of Coppell Alln: Mr. Lee Stone Rone Engineering See Report 301592 'oct,,"";,''" um./*, ~ K. Scott Watson, AET Project Manager Technician: Jimmy Hall ;::;> 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. (KW/KW) Page 1 of 1 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: (2141630-9745 Client: Duke Construction, LP 14241 Dallas Pkwy, Ste 1000 Dallas, TX 75254-2936 Report of In-Place Density Testing Report No.: 302019 Project No.: 0713408 Date of Service: 10/12/2007 Report Date: 10/19/2007 Project: Point West VI 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: 740 Current: 2501 Previous: 738 Previous: 2518 MOISTURE DENSITY RELATIONS Maximum Moisture Density Project Requirements MID No. Description % (pet) Moisture Density 299552 Lime Treated Brown & Tan I Sandy Clay 30.3 85.7 Optimum +4 95 min 272998 Brown I 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) (% maxi - Lime Treated Subgrade Building pad A.5/34 6" 299552 22.5* 111.1 90.7 106 Lime Treated Subgrade 2 Building pad C.5/34 6" 299552 24.0* 111.5 89.9 105 Lime Treated Subgrade 3 Building pad E.5/34 6" 299552 25.9* 114.1 90.6 106 Lime Treated Subgrade 4 Building pad G.5/34 6" 299552 30.4 116.3 89.2 104 Lime Treated Subgrade 5 Building pad J.5/34 6" 299552 26.6* 120.5 95.2 111 Utility backfill 6 Storm line drain G, Station 0+50, final 6" 272998 24.6 102.9 82.6 86* Utility backfill 7 Storm line drain G, Station 3+50, final 6" 272998 25.4 98.7 78.7 82* An asterisk (*) appears next to results which do NOT meet the project specifications. Technician: Joe Jernigan Report Distribution: Orig: Duke Construction, LP (Dallas, TX) Alln: Mr. Emmit Coots (1-ec copy) 1-cc Pacheco Koch Consulting Engineers Alln: Mr. Jack Evans 1-cc City of Coppell Alln: Mr. Larry Davis 1-cc City of Coppell Alln: Mr. Lee Stone Started: 12:15pm Finished: 03:30pm 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. (KW/KW) Page 1 of 1 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 Pulverization/Gradation Testing Report No.: 302020 Project No.: 0713408 Date of Service: 10/12/2007 Report Date: 10/19/2007 Project: Point West VI Coppell, Texas Services: Pulverization/Gradation Testing Report of Tests Specifications: passing passing 1/2" sieve #4 sieve 100% 60% A B C D E W e ig h t Percent W e ig h t Percent Sam pie Retained Passing Retained Passing Location We ig h t 1 1 12 " S ie v e 1 1 12 .. S ie v e #4 S ie v e #4 S ie v e 1 Building pad,grid Iln e A .5/36 10.3 0 1 00% 4.0 61 .1 % 2 Building pad,grid lin e C .5136 1 0 .0 0 1 00% 3.8 62.0 % 3 Building pad, grid Iln e E .5/36 10.5 0 1 00% 4.1 60.9 % 4 Building pad,grid lin e G .5136 1 0 .8 0 1 00% 4.2 61 .1 % 5 Building pad,grid line J.5/36 1 0 .7 0 100% 4 .2 60.7% Technician: Joe Jernigan Rone Engineering See Report 302019 to' Ie,""";" IIm"p ~ Mr. Jack Evans K. Scott Watson, AET Project Manager ~ Report Distribution: Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Emmit Coots (1-ec copy) 1-cc Pacheco Koch Consulting Engineers Altn: 1-cc City of Coppell Altn: Mr. Larry Davis 1-cc City of Coppell Altn: Mr. Lee Stone 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 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 Cancellation Report No.: 302113 Project No.: 0713408 Date of Service: 10/15/2007 Report Date: 10/19/2007 Project: Point West VI 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: Jimmy Hall Started: 06:15am Report Distribution: Orig: Duke Construction, LP (Dallas, TX) Altn: 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: 08:15am 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 1 of 1 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 Cancellation Report No.: 302163 Project No.: 0713408 Date of Service: 10/16/2007 Report Date: 10/19/2007 Project: Point West VI 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: Jimmy Hall Report Distribution: Orig: Duke Construction, LP (Dallas, TX) Alln: Mr. Emmit Coots (1-ec copy) 1-cc Pacheco Koch Consulting Engineers Alln: Mr. Jack Evans 1-cc City of Coppell Alln: Mr. Larry Davis 1-cc City of Coppell Alln: Mr. Lee Stone Started: 05:45am 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/KW) Page 1 of 1 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.: 301919 Project No.: 0713408 Date of Service: 10/12/2007 Report Date: 10/19/2007 Project: Point West VI Coppell, Texas Services: Straight Shaft Pier Inspection D ri lie r: A ua e r Drilling Pier Identification C /1 1 B /1 2 C /1 2 D /1 1 D /1 2 PierDiameter(in) 24 24 24 24 24 De 0 th 0 f P ie r Fro m Surface (ft) 41 .00 42.00 41 .50 41.00 38.50 Deoth of Bear in a Stratum Fro m S u rfa c e (ft) 35.40 36.40 36.20 35.40 33.30 Reo u ire d Pen e tra ti 0 n (ft) 5.00 5.00 5.00 5.00 5.00 A ctua I P e ne tra tio n (ft)" 5.60 5.60 5.30 5.60 5.20 Condition of Bottom (wet/dry) Wet Wet Wet Wet Wet Plumb Within Tolerance (yes /no\ Yes Yes Yes Yes Yes Casino D iam eter (in) I Casino Lenoth (ft) 28137 2 8 /3 7 2 7 /3 6 2 8 /3 6 2 8 13 3 N u m b e r 0 f Bar s / Rei n fo rei n 0 Bar S i z e 6 1#6 6 / # 6 6 / # 6 6 / # 6 6 / # 6 Lenath of Reinforcina Steel (ft) 39.60 40.60 39.1 0 39.30 37.00 Time Drillina was Completed (am 10m) 10:50AM 11:35AM 1 1 :57 A M 12:50PM 1 :05 PM Tim e Con ere te was P la c e d (a m 10m) 12:15 PM 1 2 :0 0 P M 1 :00 PM 1 :15 PM 2 :00 PM Deoth of Pier From Top of Concrete (ft) 40.50 41 .50 41.00 40.50 38.00 Elevation: Surface (ft).. 99.50 99.50 99.50 99.50 99.50 Elevation: Too of Pier (ft)" 9 9.00 99.00 99.00 99.00 99.00 Elevation: Bottom of P ie r (ft).. 58.50 57.50 58.00 58.50 61 .00 Elevation: Too 0 f B ear i n a S t rat u m (ft.) " " 64.1 0 63.1 0 63.30 64.10 66.20 Bearina Stratum (description) Native cia v / s h a Ie vela v Not e: See re port # NA for Com pressive 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 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 4 Rone Eni== 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freldrich, 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.: 301919 Project No.: 0713408 Date of Service: 10/12/2007 Report Date: 10/19/2007 Project: Point West VI Coppell, Texas Services: Straight Shaft Pier Inspection I o rille r: A ug e r Drilling Pier Identification E 112 E /1 1 E 110 D 110 D 19 Pie r D i am e te r (i n) 24 24 24 24 24 Depth of Pier From Surface (ft) 42.40 41.70 41.00 41 .00 41 .50 Depth of Bearing Stratum Fro m S urfa ce (ft) 36.70 35.20 35.20 35.00 35.70 Required Penetration (ft) 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)* 5.70 6.50 5.80 6.00 5.80 Condition of Bottom (wet/drv) Wet Wet Wet Wet Wet Plumb Within Tolerance (ves Ino) Yes Yes Yes Yes Yes Casinq Diameter(in)/Casinq Lenqth(ft) 2 8/3 7 28/35 2 8 13 5 2 8 13 7 2 8 13 6 NumberofBars IReinforcina BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6 Length of Reinforcing Steel (fO 40.60 40.00 39.60 39.60 39.80 Time Drillinq was Completed (am Ipm) 1 :50 PM 2:15 PM 2:40 PM 3:00 PM 3:45 PM Tim e Con c re te was P la c e d (a m I pm) 2:10 PM 3:05 PM 3:20 PM 3:50 PM 4:05 PM DepthofPierFrom Too of Concrete (ft) 41 .90 41 .20 40.50 40.50 41.00 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)** 57.10 57.80 58.50 58.50 58.00 Elevation: Too 0 f B ear in a S t rat u m (ft.) ** 62.80 64.30 64.30 64.50 63.80 B e a ri n q S tra tu m (d e s c ri p ti 0 n) Native clay I shalev clav Note: See re port # NA for Com pressive Strength Test S pecim ens. * Additional Penetration not requested un Ie s s note d . **E 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 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.: 301919 Project No.: 0713408 Date of Service: 10/12/2007 Report Date: 10/19/2007 Project: Point West VI Coppell, Texas Services: Straight Shaft Pier Inspection D rille r: AugerDrilling Pie rid e ntifica tio n D /8 PierDiameter(in) 24 Depth of Pier From Surface(ft) 37.50 Depth of Bearing Stratum Fro m Surface(ft) 31.40 Required Penetration (ft) 5.00 Actual Penetration (ft)' 6.1 0 Condition of Bottom (wet/dry) Wet Plum b Within Tolerance (yes 1 no) Yes Casing Diameter(in)/Casing Length (ft) 28/33 NumberofBars IReinforcing BarSize 6 / # 6 Length of Reinforcing Steel (ft) 36.10 Time Drillina was Completed (am /om) 3 :5 5 PM Tim e Con c re te was P la c e d (a m 1 pm) 4:10 PM Depth of Pier From Top of Cone rete (ft) 37.00 E Ie va tio n: S urfa ce (ft).. 99.50 Elevation: Top of Pier (ft).. 99.00 Elevation: Boltom of Pie r (ft)" 6 2.00 E Ie va ti 0 n : Top of Bearing Stratum (ft.)" 68.1 0 Bearing Stratum (descriotion) Native clay / shaley clav Not e: See re port II NA for Compressive Strength Test Specimens. . Additional Penetration not requested unless noted HE levation by others Technician: Jimmy Hall Started: 06:15am Report Distribution: Orig: Duke Construction, LP (Dallas, TX) Alln: Mr. Emmit Coots (1-ec copy) 1-cc Pacheco Koch Consulting Engineers Alln: Mr. Jack Evans 1-cc City of Coppell Alln: Mr. Larry Davis 1-cc City of Coppell Alln: 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 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/KW) Page 4 of 4 Rone En2=:= 8908 Ambassador Row, Dallas, TX 75247 7701 W Little York, Ste 600, Houston, TX 77040 4421 Freldrich, 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.: 301919 Project No.: 0713408 Date of Service: 10/12/2007 Report Date: 10/19/2007 Project: Point West VI Coppell, Texas Services: Straight Shaft Pier Inspection Report of Inspection D rille r: AuaerDrillina Pie r Id e ntifica tio n C 19 C 110 B 19 B 110 B 11 1 Pie r D i a mete r (i n) 24 24 24 24 24 Deoth of Pier From Surf ace (ft) 41 .70 41 .00 40.80 38.60 41 .1 0 Depth of Bear in a Stratum Fro m Surface(ft) 36.70 35.70 35.00 33.00 35.00 Required Penetration (fO 5.00 5.00 5.00 5.00 5.00 Actual Penetration (ft)' 5.00 5.30 5.80 5.60 6.10 Condition of Bottom (wet/dry) Dry Wet Wet Wet Wet Plumb Within Tolerance (yes Ino) Yes Yes Yes Yes Yes Casing Diameter(in)/Casing Lenath (ft) 2 8/3 7 2 7/37 2 7 13 6 28/33 27/36 NumberofBars IReinforcina BarSize 6 1#6 6 1#6 6 1#6 6 1#6 6 1#6 Length of Reinforcing Steel (ft) 40.00 39.00 39.40 36.90 39.60 Time Drilling was Comoleted (am 10m) 8:00 AM 8 :30 AM 9 :0 0 A M 9 :30 AM 10:15AM Time Concrete was Placed (am Ipm) 9 :05 AM 9:20 AM 1 0 :3 0 A M 10:50 AM 11:15AM D e p th 0 f Pie r F ro m Top 0 f Con c re te ( ft) 41 .20 40.50 40.30 38.1 0 40.60 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 Pie r (ft)" 5 7.80 58.50 58.70 60.90 58.40 Elevation: Top of Bearina Stratum (ft.) .. 62.80 63.80 64.50 66.50 64.50 Bearina Stratum (descriotion) Native clay I shaley clay 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