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Geotechnical Engineering Report Will Rogers Turnpike Pavement Rehabilitation from Milepost 316 to 320 Ota Project # Wr-Mc-130 Ottawa County, Oklahoma Klf Project No

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Geotechnical Engineering Report Will Rogers Turnpike Pavement Rehabilitation from Milepost 316 to 320 Ota Project # Wr-Mc-130 Ottawa County, Oklahoma Klf Project No GEOTECHNICAL ENGINEERING REPORT WILL ROGERS TURNPIKE PAVEMENT REHABILITATION FROM MILEPOST 316 TO 320 OTA PROJECT # WR-MC-130 OTTAWA COUNTY, OKLAHOMA KLF PROJECT NO . 20170366 AUGUST 25, 2016 Copyright 2016 Kleinfelder All Rights Reserved ONLY THE CLIENT OR ITS DESIGNATED REPRESENTATIVES MAY USE THIS DOCUMENT AND ONLY FOR THE SPECIFIC PROJECT FOR WHICH THIS REPORT WAS PREPARED. 20170366/TUL16R45722 Page i of iv August 25, 2016 © 2016 Kleinfelder August 25, 2016 Project No.: 20170366 Mr. Kevin Kriewall Craig & Keithline, Inc. 6940 South Utica Avenue Tulsa, Oklahoma 74136 E-mail: [email protected] Subject: Geotechnical Engineering Report Will Rogers Turnpike Pavement Rehabilitation From Milepost 316 to 320 Ottawa County, Oklahoma Dear Mr. Kriewall: Kleinfelder has completed the authorized subsurface exploration and geotechnical engineering evaluation for the above-referenced project. The purpose of the geotechnical study was to explore and evaluate the existing soil properties and subsurface conditions on the Will Rogers Turnpike (from Milepost 316 to 320). The attached Kleinfelder report contains a description of the findings of our field exploration and laboratory testing program, our engineering interpretation of the results with respect to the project characteristics, and our geotechnical site development recommendations as well as construction guidelines for the planned project. Recommendations provided herein are contingent on the provisions outlined in the ADDITIONAL SERVICES and LIMITATIONS sections of this report. The project Owner should become familiar with these provisions in order to assess further involvement by Kleinfelder and other potential impacts to the proposed project. We appreciate the opportunity to be of service to you on this project and are prepared to provide the recommended additional services. Please call us if you have any questions concerning this report. Sincerely, KLEINFELDER, INC. Certificate of Authorization #7292, Expires 06/30/17 Nur Hossain, PE James L. Stiady, PhD, PE*, GE* Project Manager Senior Pavement Engineer *Not Registered in Oklahoma NH/JS: wt 20170366/ TUL16R45722 Page iii of iv August 25, 2016 © 2016 Kleinfelder Interchange Business Park, 10835 East Independence, Suite 102, Tulsa, OK 74116-5680 p| 918.627.6161 f| 918.627.6262 TABLE OF CONTENTS SECTION PAGE 1. INTRODUCTION ............................................................................................................. 1 1.1 GENERAL ............................................................................................................ 1 1.2 PROPOSED CONSTRUCTION ........................................................................... 1 2. SITE CONDITIONS ......................................................................................................... 3 2.1 SITE DESCRIPTION ........................................................................................... 3 2.2 SUBSURFACE CONDITIONS ............................................................................. 3 2.3 PAVEMENT DISTRESS SURVEY ....................................................................... 5 2.4 LABORATORY TESTING .................................................................................... 5 2.5 GROUNDWATER OBSERVATIONS ................................................................... 6 2.6 FWD TESTING .................................................................................................... 6 3. CONCLUSIONS AND RECOMMENDATIONS ............................................................. 10 3.1 GENERAL .......................................................................................................... 10 3.2 PRIMARY GEOTECHNICAL CONSIDERATIONS ............................................. 10 3.2.1 Varying Thicknesses of Pavement.......................................................... 10 3.2.2 Conditions of Existing Pavement ............................................................ 10 3.3 PAVEMENTS ..................................................................................................... 11 3.3.1 Traffic Information .................................................................................. 11 3.3.2 Mill/Overlay ............................................................................................ 11 3.3.2.1 Mill/Overlay Design ......................................................... 12 4. ADDITIONAL SERVICES ............................................................................................. 14 4.1 PLANS AND SPECIFICATIONS REVIEW ......................................................... 14 4.2 CONSTRUCTION OBSERVATION AND TESTING ........................................... 14 5. LIMITATIONS ............................................................................................................... 15 FIGURES 1 Site Location Diagram 2 to 9 Boring Locations Diagram APPENDICES A Field Exploration Program B Laboratory Testing Program C FWD Report by ARA, Inc. D GBA Document 20170366/ TUL16R45722 Page iv of iv August 25, 2016 © 2016 Kleinfelder GEOTECHNICAL ENGINEERING REPORT WILL ROGERS TURNPIKE PAVEMENT REHABILITATION FROM MILEPOST 316 TO 320 OTA PROJECT # WR-MC-130 OTTAWA COUNTY, OKLAHOMA 1. INTRODUCTION 1.1 GENERAL Kleinfelder has completed the authorized subsurface exploration and geotechnical engineering evaluation for the proposed Will Rogers Turnpike Pavement Rehabilitation project located in Ottawa County, Oklahoma. The services provided were in general accordance with our proposal No. TUL 16P36625 dated March 14, 2016, authorized by our Agreement with Craig and Keithline, Inc., dated May 2, 2016 and executed on May 3, 2016. This report includes our recommendations related to the geotechnical aspects of the project design and construction. Additionally, Falling Weight Deflectometer (FWD) tests and the corresponding back-calculated data analyses were performed by ARA Inc. for this project. Conclusions and recommendations presented in the report are based on the subsurface information encountered at the locations of our exploration and the provisions and requirements outlined in the ADDITIONAL SERVICES and LIMITATIONS sections of this report. In addition, an article prepared by The Geoprofessional Business Association (GBA), Important Information About This Geotechnical Engineering Report , has been included in APPENDIX D. We recommend that all individuals read the report limitations along with the included GBA document. 1.2 PROPOSED CONSTRUCTION The proposed project is located on Will Rogers Turnpike, starting from at Milepost 316, approximately 180 feet west of South 590 Road overpass, and extends northeast four miles to Milepost 320, approximately 1,800 feet west of South 630 Road overpass. The alignment includes four Turnpike under Passes (TPUs) in each direction. The rehabilitation will include both the Eastbound and Westbound pavement sections of the Will Rogers Turnpike. We understand that the proposed rehabilitation will consist of mill/overlay of the existing pavement within the project limits. 20170366/ TUL16R45722 Page 1 of 16 August 25, 2016 © 2016 Kleinfelder The geotechnical exploration was performed for the purpose of determining the existing pavement thickness, subgrade soil properties and subsurface conditions of the existing pavement. A pavement condition survey was performed at 31 locations within the project alignment. FWD testing was performed by ARA, Inc. to determine the in-situ subgrade resilient modulus (Mr) and pavement modulus (Ep). The report prepared by ARA, Inc. is attached in Appendix C. The FWD testing was performed on the existing pavement in the outside wheel path at approximately 528- foot (0.1 mile) intervals in each lane in both directions. Additionally, three FWD tests were performed in each TPU areas in both directions. Therefore, a total of 108 FWD tests were performed for the whole project. In addition to the FWD tests by ARA Inc., Kleinfelder investigated the subsurface conditions by extracted pavement cores and subgrade soil samples at 33 locations. Laboratory testing of the samples were performed by Kleinfelder. Pavement section design recommendations have been developed based on traffic information provided by Craig & Keithline, Inc. This report has been prepared, and the corresponding work performed, in general accordance with the “2011 State of Oklahoma Department of Transportation (ODOT) Geotechnical Specifications for Roadway Design.” The scope of the exploration and engineering evaluation for this study, as well as the conclusions and recommendations in this report, were based on our understanding of the project as described above. If pertinent details of the project have changed or otherwise differ from our descriptions, we must be notified and engaged to review the changes and modify our recommendations, if needed. 20170366/ TUL16R45722 Page 2 of 16 August 25, 2016 © 2016 Kleinfelder 2. SITE CONDITIONS 2.1 SITE DESCRIPTION The site is located on Will Rogers Turnpike, starting from Milepost 316, approximately 180 feet west of South 590 Road overpass, and extends northeast four miles to Milepost 320, approximately 1,800 feet west of South 630 Road overpass in Ottawa County, Oklahoma. The general location of the site is shown in Figure 1, Site Location Diagram. The existing pavement on the Turnpike is a two-lane Asphaltic Concrete (AC) pavement with AC shoulders in both directions (eastbound and westbound). The surrounding areas were mostly firm pasture land with few residential properties. Existing
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