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Geotechnical Engineering Report Cast-In-Place Retaining Wall West 23 Rd Street South Over I-244 State J/P No

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Geotechnical Engineering Report Cast-In-Place Retaining Wall West 23 Rd Street South Over I-244 State J/P No GEOTECHNICAL ENGINEERING REPORT CAST-IN-PLACE RETAINING WALL WEST 23 RD STREET SOUTH OVER I-244 STATE J/P NO. 28861(04) TULSA, OKLAHOMA PROJECT NO. 20160176-2 MAY 13, 2015 Copyright 2015 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. 20150176-2/TUL15R19782 Page i of v May 13, 2015 © 2015 Kleinfelder A Report Prepared for. Mr. Brad Smith Oklahoma Department of Transportation 200 N.E. 21st Street, Room 3-C9 Oklahoma City, OK 73105 GEOTECHNICAL ENGINEERING REPORT CAST-IN-PLACE RETAINING WALL WEST 23Ro STREET SOUTH OVER 1·244 STATE J/P NO. 28861(04) TULSA, OKLAHOMA Prepared by: Simon Wang, PE Staff Professional 11 Reviewed by: KLEINFELDER 10835 E. Independence, Suite 102 Tulsa, OK 74116 Phone: 918.627.6161 Fax: 918.627.6262 May 13, 2015 Kleinfelder Project No. 20160176-2 20160176-2/TUL 15R19782 Page ii of v May 13, 2015 ~ 2015 Kleinfelder May 13, 2015 Kleinfelder Project No. 20160176-2 Mr. Brad Smith Oklahoma Department of Transportation 200 N.E. 21 st Street, Room 3-C9 Oklahoma City, OK 73105 Subject: Geotechnical Engineering Report Cast-In-Place Retaining Wall West 23 rd Street South over I-244 State J/P No. 28861(04) Tulsa, Oklahoma Dear Mr. Smith: 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 subsurface conditions, perform analyses and provide geotechnical recommendations for the proposed retaining walls associated with the BNSF railroad expansion and West 23 rd Street South bridge pier replacement project in Tulsa, Oklahoma. 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 CENTRAL, INC. Certificate of Authorization #3036, Expires 6/30/15 Simon Wang, PE Karthik Radhakrishnan, PE Staff Professional II Project Manager II SYW/KR: wt 20160176-2/TUL15R19782 Page iii of v May 13, 2015 © 2015 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 GENERAL SITE GEOLOGY ........................................................................................ 3 2.3 SUBSURFACE CONDITIONS ..................................................................................... 4 2.4 GROUNDWATER OBSERVATIONS ........................................................................... 4 3. CONCLUSIONS AND RECOMMENDATIONS ....................................................................... 6 3.1 GENERAL .................................................................................................................... 6 3.2 RETAINING WALL DESIGN RECOMMENDATIONS .................................................. 6 3.2.1 General ............................................................................................................ 6 3.2.2 Bearing and Sliding Resistance ........................................................................ 6 3.2.3 Settlements ...................................................................................................... 7 3.2.4 Lateral Earth Pressure ...................................................................................... 7 3.2.5 Global Stability Analyses .................................................................................. 8 3.2.5.1 Shear Strength Parameters ....................................................... 9 3.2.5.2 Summary of Results .................................................................. 9 3.3 RETAINING WALL CONSTRUCTION CONSIDERATIONS ......................................... 9 3.3.1 Site Development ............................................................................................. 9 3.3.1.1 Clearing and Grubbing .............................................................. 9 3.3.1.2 Existing Utilities ....................................................................... 10 3.3.1.3 Moisture Conditioning and Compaction ................................... 10 3.3.2 Climatic Conditions ......................................................................................... 10 3.3.3 Temporary Excavations .................................................................................. 11 3.3.3.1 General ................................................................................... 11 3.3.3.2 Excavations and Slopes .......................................................... 11 3.3.3.3 Construction Considerations ................................................... 11 3.3.4 Structural Fill .................................................................................................. 11 3.3.4.1 Materials ................................................................................. 11 3.3.4.2 Compaction Criteria ................................................................. 12 3.3.4.3 Existing Site Soils .................................................................... 12 3.3.5 Organic Soils .................................................................................................. 12 3.3.6 Construction Considerations........................................................................... 12 3.3.7 Wall Drainage ................................................................................................. 13 3.3.8 Drainage Backfill Placement ........................................................................... 14 4. ADDITIONAL SERVICES ..................................................................................................... 15 4.1 PLANS AND SPECIFICATIONS REVIEW ................................................................. 15 4.2 CONSTRUCTION OBSERVATION AND TESTING ................................................... 15 5. LIMITATIONS ....................................................................................................................... 16 20160176-2/TUL15R19782 Page iv of v May 13, 2015 © 2015 Kleinfelder FIGURES 1 Site Location Diagram 2 Boring Location Diagram 3 Lateral Earth Pressure Diagram APPENDICES A Field Exploration Program B Laboratory Testing Program C Slope Stability Analyses Results (Figure C-1) D GBA Document 20160176-2/TUL15R19782 Page v of v May 13, 2015 © 2015 Kleinfelder GEOTECHNICAL ENGINEERING REPORT CAST-IN-PLACE RETAINING WALL WEST 23 RD STREET SOUTH OVER I-244 STATE J/P NO. 28861(04) TULSA, OKLAHOMA 1. INTRODUCTION 1.1 GENERAL Kleinfelder has completed the authorized subsurface exploration and geotechnical engineering evaluation for the proposed retaining walls associated with the BNSF railroad expansion and West 23 rd Street South bridge pier bents replacement project in Tulsa, Oklahoma. The services provided were in general accordance with our proposal TUL15P17273 dated April 3, 2014. This report includes our recommendations related to the geotechnical aspects of the project design and construction. 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 Your Geotechnical Engineering Report , has been included in APPENDIX C. We recommend that all individuals read the report limitations along with the included GBA document. 1.2 PROPOSED CONSTRUCTION The project is located on West 23 rd Street South over I-244 in Tulsa, Oklahoma. The proposed construction is to replace two bridge piers along the West 23 rd Street South Bridge over I-244, three bridge piers along West 23 rd Street South Ramp Bridge over Interstate 244 (I-244), and to construct a Cast-In-Place (CIP) wall between BNSF Railroad and I-244 to accommodate future expansion of the BNSF railroad. The bridge subsurface exploration is addressed in a separate report. No preliminary plans were available at the time of this report. Based on limited information provided by
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