TEAM INTRODUCTIONS. GARVER Matthew Youngblood - Project Manager / Bridge Lead Jenny Sallee - Roadway Lead Kirsten McCullough - Environmental Lead

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2 TEAM INTRODUCTIONS ODOT Paul Rachel - Divisin 3 Engineer Siv Sundaram - Envirnmental Prgrams Sctt Sundermeyer - Cultural Resurces Nick Grank & Diana Barlw - Right-f-Way & Utilities Frank Resler III - Public Invlvement Officer GARVER Matthew Yungbld - Prject Manager / Bridge Lead Jenny Sallee - Radway Lead Kirsten McCullugh - Envirnmental Lead

3 Purpse f This Meeting is t Infrm the Public Abut Prpsed Imprvements t U.S. Highway 77 Over the Canadian River and BNSF Railrad in Purcell/Lexingtn, McClain and Cleveland Cunties, and t Slicit Public Input Regarding the Prpsed Imprvements. Prject Lcatin

4 Purpse f the Prject is t Prvide a Safe Crssing f the Canadian River and BNSF Railrad Between Purcell and Lexingtn 5 th 5 th St. St. 4 th 4 th St. St. Purcell City f Purcell McClain Cunty Canadian River Cleveland Cunty City f Lexingtn Lexingtn N ODOT Will Als Study Imprvements t US-77 Thrugh Lexingtn Design Scheduled t Begin in Spring f 2015

5 Prject Develpment Prcess State the Prblem Initial Data Cllectin Develp Preliminary Alternates Initial Alternate Screening Identify Preferred Alternate Public Meeting TODAY

6 General Data Prject Area Infrmatin Speeds 45 mph n Bridge, 35 mph in Twn 2-Lane Bridge With Curb and Gutter and tw 3-Ft Sidewalks Tie-In Pints Canadian Ave. in Purcell 5-lane sectin West f 5th St. in Lexingtn Divided 2-lane Sectin Canadian River N 5 th St. State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

7 General Data Prject Area Infrmatin Speeds 45 mph n Bridge, 35 mph in Twn 2-Lane Bridge With Curb and Gutter and tw 3-Ft Sidewalks Tie-In Pints Canadian Ave. in Purcell 5-lane sectin West f 5th St. in Lexingtn Divided 2-lane Sectin Existing Traffic (2014): 11,830 Vehicles/Day Prjected Traffic (2040): 17,340 Vehicles/Day (8% Trucks) State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

8 Cllisin Data Cllisin Data Ttal: 37 Dcumented Accidents ( ) 26 Persnal Prperty Damage 11 Injury (17 Peple) Slightly Higher Than the State Average fr Cllisins Cllisin Histry: 01/01/09-03/31/14 Rear End Angle Turning Fixed Object Head-n Other 5 th St. Ash St. 4 th St City f Purcell McClain Cunty Canadian River Cleveland Cunty City f Lexingtn N State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

9 Radway Deficiencies Existing Radway Capacity (Number f Lanes) Substandard Sidewalk Substandard Guardrail Intersectin Gemetrics Left Turn Bay at Canadian Ave. Purcell Inadequate Drainage Pr Pavement Cnditin State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

10 Radway Deficiencies Existing Radway Capacity (Number f Lanes) Substandard Sidewalk Substandard Guardrail Intersectin Gemetrics Left Turn Bay at Canadian Ave. Purcell Inadequate Drainage Pr Pavement Cnditin State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

11 Existing Bridge Infrmatin Existing Bridge Age f Structure (Built in 1938) Planned Service Design Life f 50 Years Listed Natinal Register f Histric Places State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

12 Existing Bridge Infrmatin Existing Bridge Age f Structure (Built in 1938) Planned Service Design Life f 50 Years Listed Natinal Register f Histric Places 36-Span Cnfiguratin (3,642 Feet) 2 50 I-Beam End Spans Deck Truss & Rail Railway, Canadian River and Basin Overall Bridge Length 3,642 City f Purcell City f Lexingtn State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening Canadian River N

13 Existing Bridge Existing Bridge Infrmatin Age f Structure (Built in 1938) Planned Service Design Life f 50 Years Listed Natinal Register f Histric Places 36-Span Cnfiguratin (3,642 Feet) 2 50 I-Beam End Spans Deck Truss & Rail Railway, Canadian River and Basin Substandard Clear Width (32 Feet) 32 FOOT CLEAR ROADWAY Overall Bridge Length 3,642 City f Purcell City f Lexingtn State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening Canadian River N

14 Existing Bridge Infrmatin Age f Structure (Built in 1938) Planned Service Design Life f 50 Years Listed Natinal Register f Histric Places 36-Span Cnfiguratin (3,642 Feet) 2 50 I-Beam End Spans Deck Truss & Rail Railway, Canadian River and Basin Existing Bridge Substandard Clear Width (32 Feet) Cnditin Evaluatin Structurally Deficient Deck, Superstructure and Substructure Pr Rating State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

15 Existing Bridge Infrmatin Requires Cntinual Evaluatin Existing Bridge cnt d. Maintenance and Inspectin Fracture Critical Bridge Inspectin Daily Inspectins Rehabilitatin Prjects Truss Strengthening Cleaning and Repainting f Steel Cmpnents Replacing Deck Jints, Drainage System Emergency Terminal Repairs Clsures and Deturs Detur Time and Cst Impacts t Cmmunity Lad Psting n Existing Bridge State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

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17 Study Area Study Area Large Enugh t Encmpass all Alternatives Detailed Data Cllectin has Been Perfrmed Field Survey and Mapping Cmprehensive Envirnmental Investigatins 5 th St. 4 th St. City f Purcell McClain Cunty Canadian River Cleveland Cunty City f Lexingtn N State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

18 Study Area Cnstraints Hmes and Businesses Intersectins in Purcell and Lexingtn Railrad Canadian River Utilities Envirnmental Cnsideratins State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

19 Study Area Cnstraints cnt d. Hmes and Businesses Intersectins in Purcell and Lexingtn Railrad Canadian River Utilities Envirnmental Cnsideratins State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

20 Study Area Cnstraints cnt d. Hmes and Businesses Intersectins in Purcell and Lexingtn Railrad Canadian River Utilities Envirnmental Cnsideratins State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

21 Study Area Cnstraints cnt d. Hmes and Businesses Intersectins in Purcell and Lexingtn Railrad Canadian River Utilities Envirnmental Cnsideratins State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

22 Study Area Cnstraints cnt d. Hmes and Businesses Intersectins in Purcell and Lexingtn Railrad Canadian River Utilities Envirnmental Cnsideratins Water Line State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

23 Envirnmental Cnstraints Nise Impacts t Hmes and Businesses Wetlands Veterans Park Ptential Cntaminated Sites Threatened and Endangered Species Habitat Least Tern Arkansas River Shiner (Critical Habitat) Histric Bridge Bridge 5 th St. 4 th St. City f Purcell McClain Cunty Canadian River Cleveland Cunty City f Lexingtn N State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

24 Arkansas River Shiner The US Fish and Wildlife Service has Designated the Canadian River as Critical Habitat fr the Arkansas River Shiner (Threatened) Any Wrk in the River r Within 300 Feet Requires Frmal Cnsultatin With USFWS Cnsultatin Prcess Determines the Extent f Impacts and the Required Measures t Avid r Minimize Impacts, Including Seasnal Restrictins n Cnstructin All f the Prpsed Alternatives Wuld Require Wrk Within the Critical Habitat 5 th St. 4 th St. City f Purcell McClain Cunty Canadian River Cleveland Cunty City f Lexingtn N

25 Histric Bridge US-77 Bridge is Listed in the Natinal Register f Histric Places Deck Truss Cmpleted in 1938 Significant fr its Place in the Histry f Oklahma Transprtatin Significant fr its Engineering: Lngest and Highest Bridge f its Type in the State Significant fr its Assciatin with Wrks Prgrams f 1930s Histric Integrity: Retains Original Design, Materials, Overall Feeling and Assciatin US-77 Bridge Character Defining Features Features That Cntribute t the Bridge s Histric Significance Trusses, Height, Length, Overall Visual Appearance

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27 Sectin 4(f) Alternative Analysis Because the Bridge is Histrically Significant, Sectin 4(f) Regulatins Require Analysis f Alternatives That Preserve the Histric Integrity f the Bridge Five Optins fr Cnsideratin Optin 1 D Nthing Optin 2 Rehabilitatin f Existing Bridge at Current Width Optin 3 Rehabilitatin and Widening f Existing Bridge Optin 4 Use the Existing Bridge as ne Half f a One-Way Cuplet Optin 5 Mve Vehicular Traffic t New Bridge. Use Existing Bridge as Mnument, Pedestrian r Bicycle Facility Optin 6 Cmplete Bridge Replacement Only Cnsidered if Optins 1-5 are Nt Feasible r Prudent. State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

28 Sectin 4f Alternative Analysis cnt d. Meets Purpse and Need? Operatinal and Safety Impact Scial, Ecnmic, Envirnmental Impact Cmmunity Disruptin Cst f Cnstructin Optin 1 D Nthing N High High High Medium Optin 2 Rehab Existing N High High High High Optin 3 Rehab Widen Yes Medium Medium High High Optin 4 One-Way Pair Yes Medium Medium Medium High Optin 5 Mnument/Ped Yes Medium Medium Medium High Optin 6 Bridge Replacement Yes Lw Medium Lw Lw Due t Safety and Cmmunity Impacts, Optins 1-5 Were Eliminated ODOT and FHWA Determined Replacement as the Only Prudent and Feasible Optin State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

29 Develpment f Replacement Prpsed Design Criteria Design Speed 45 mph n Bridge 35 mph in Bth Twns Alternatives Radway Typical Sectins Fur 12-Ft Wide Lanes Tw 8-Ft Wide Shulders Curb & Gutter On the Suth Side Curb & Gutter and Open Shulder n the Nrth Side 6-Ft Wide Sidewalk n Suth Side Left Turn Lanes at Canadian Ave. Cmpatible With Future Imprvements Thru Lexingtn State Prblem Initial Data Cllectin Preliminary Alternates Alternate Screening

30 Develpment f Replacement Replacement Alternatives Cnnectins t Existing Highway Maintain Traffic During Cnstructin Nrth and Suth Alignments Full Offset (62-1 ) Easier Cnstructin Lnger Extents Partial Offset (16 ) Mre Phases f Cnstructin Smaller Ftprint Alternatives cnt d. 5 th St. 4 th St. Identify Prblem City f Purcell Initial Data Cllectin Preliminary Alternates McClain Cunty Alternate Screening Canadian River Cleveland Cunty City f Lexingtn N

31 Develpment f Replacement Alternatives cnt d. Replacement Alternatives Full Nrth Offset (62-1 ) Tie-in Near 2nd Avenue in Purcell Shift Canadian Avenue Intersectin Eliminated Due t Intersectin Impacts Partial Nrth Offset (16 ) Shift Canadian Avenue Intersectin Full Suth Offset (62-1 ) Still Affects End Span f Existing Bridge Intersectin Gemetrics Nt Ideal Partial Suth Offset (16 ) 5 th St. 4 th St. Identify Prblem City f Purcell Initial Data Cllectin Preliminary Alternates McClain Cunty Alternate Screening Canadian River Cleveland Cunty City f Lexingtn N

32 Evaluatin Criteria Evaluatin f Alternatives Impacts t Private Prperty Impacts t Other Envirnmental Resurces Cnstructin Duratin Cst Cnstructin, Right-f-Way, Utilities Cmparisn Matrix - Bridge Replacement Alternatives ALTERNATIVE COST TIME RELOCATIONS ENVIRONMENTAL Alternate # DESCRIPTION TOTAL COST (MILLIONS) CONSTRUCTION DURATION RESIDENTIAL RELOCATIONS COMMERCIAL RELOCATIONS ADVERSE EFFECT TO BRIDGE ARS CRITICAL HABITAT (ACRE) WETLANDS (ACRE) HAZARDOUS MATERIALS 6A Full Nrth Offset (62') Eliminated Due t Impacts at US-77 & N. Canadian Ave. Intersectin 6B Partial Nrth Offset (16') 44.0 Lnger 1 2 Yes C Full Suth Offset (62') 44.4 Shrter 2 2 Yes D Partial Suth Offset (16') 43.6 Lnger 0 0 Yes

33 Prpsed Alternative - 6D Partial Suth Offset Minr Changes t Canadian Ave. Intersectin (Left Turn Bay > 300ft) Transitin t Tw-Lane Befre SH-39 Intersectin Ttal Prject Cst f $43.6 Millin Sme Acquisitin f Private Prperty - N Relcatins f Hmes r Businesses Minr Wetland Lss Affects One Ptential Hazardus Waste Area One Nise Impact Due t Lcatin f Driveways and Prximity t 5th Street, Nise Wall Nt Feasible Adverse Effect t Histric Bridge Ptential Impacts t Arkansas River Shiner 5 th St. 4 th St. Purcell McClain Cunty Canadian River Cleveland Cunty Lexingtn N

34 Rendering f West Intersectin Prpsed Canadian Ave. Intersectin in Purcell (Lking East) N

35 Rendering f East Tie-In Prpsed Tie-in at 5th Street in Lexingtn (Lking Nrthwest) N

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37 Prpsed Bridge US-77 Over Canadian River and Railrad Prpsed Bridge Structure Span BNSF Railway, Canadian River and Drainage Basin 100-Ft Typical Span, 200-Ft at Rail and River, 135-Ft Near River Structural Plate Girders and Cnventinal Prestressed Cncrete Designed Service Life = 75 Year Minimum Estimate Time f Cnstructin = 18 Mnths Maintain 2 Lanes f Traffic During Cnstructin Overall Bridge Length 3,725 Railrad Drainage Basin River Purcell Lexingtn Canadian River N

38 Rendering f Prpsed Bridge Prpsed US-77 Bridge ver Canadian River and Railrad (Lking Nrthwest) N

39 Rendering f Prpsed Bridge cnt d. Prpsed US-77 Bridge ver Canadian River and Railrad (Lking Nrth) N

40 Rendering f Prpsed Bridge cnt d. Prpsed US-77 Bridge ver Canadian River and Railrad (Lking Sutheast) N

41 Prpsed Bridge US-77 Over Canadian River and Railrad Prpsed Bridge Typical Sectin Standard Slab n Girder Bridge Fur 12-Ft Wide Driving Lanes Tw 8-Ft Wide Shulders Barrier Separated 6-Ft Wide Sidewalk n the Suth Side Maintain 2-Lanes f Traffic

42 Prpsed Bridge US-77 Over Canadian River and Railrad Sequence f Cnstructin Phased Cnstructin Maintain 2-Lanes f Traffic Phase 1 Cnstruct Prtin f Suthern Prpsed Bridge EXISTING BRIDGE SECTION PROPOSED BRIDGE (SOUTH HALF)

43 Prpsed Bridge US-77 Over Canadian River and Railrad Sequence f Cnstructin Phased Cnstructin Maintain 2-Lanes f Traffic Phase 1 Cnstruct Prtin f Suthern Prpsed Bridge Phase 2 Mve Traffic t New Bridge and Remve Existing Bridge EXISTING BRIDGE SECTION PROPOSED BRIDGE (SOUTH HALF)

44 Prpsed Bridge US-77 Over Canadian River and Railrad Sequence f Cnstructin Phased Cnstructin Maintain 2-Lanes f Traffic Phase 1 Cnstruct Prtin f Suthern Prpsed Bridge Phase 2 Mve Traffic t New Bridge and Remve Existing Bridge Phase 3 Cnstruct Nrthern Prtin f Prpsed Bridge PROPOSED BRIDGE SECTION (FULL)

45 Prpsed Bridge US-77 Over Canadian River and Railrad Sequence f Cnstructin Phased Cnstructin Maintain 2-Lanes f Traffic Phase 1 Cnstruct Prtin f Suthern Prpsed Bridge Phase 2 Mve Traffic t New Bridge and Remve Existing Bridge Phase 3 Cnstruct Nrthern Prtin f Prpsed Bridge Phase 4 Mve Traffic t Nrth and Cnstruct Sidewalk PROPOSED BRIDGE SECTION (FULL)

46 Prpsed Bridge US-77 Over Canadian River and Railrad Sequence f Cnstructin Phased Cnstructin Maintain 2-Lanes f Traffic Phase 1 Cnstruct Prtin f Suthern Prpsed Bridge Phase 2 Mve Traffic t New Bridge and Remve Existing Bridge Phase 3 Cnstruct Nrthern Prtin f Prpsed Bridge Phase 4 Mve Traffic t Nrth and Cnstruct Sidewalk Phase 5 Open t All Vehicular and Pedestrian Traffic PROPOSED BRIDGE SECTION (FULL)

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48 Cnsultatin n Impacts t Histric Bridge ODOT has Begun Cnsultatin With the State Histric Preservatin Officer (SHPO) and Other Cnsulting Parties Under the Natinal Histric Preservatin Act SHPO Stated That the Only Alternative That Will Nt Adversely Affect the Bridge is Rehabilitatin This Alternative is Nt Prudent and Feasible The Prpsed Alternative (Replacement) Will Have an Adverse Effect n the Bridge The McClain Cunty Histrical and Genealgical Sciety Requested That a Prtin f the Bridge n the West End be Left in Place as a Mnument r Park/Picnic Area Leaving a Prtin f the Bridge in Place Presents Maintenance and Safety Cncerns The Prpsed Alternative Requires Remval f the West End f the Existing Bridge t Tie Back in t Canadian Avenue ODOT is Interested in the Public s Input n Ptential Mitigatin Measures

49 Next Prject Steps Public Input TODAY Submit Cmments by April 16, 2015 Cmplete Envirnmental Dcument Final Design Right-f-Way Acquisitin 2016 Cnstructin 2018

50 Thank Yu! Please Submit Yur Cmments by April 16, 2015 Leave Yur Cmment Frm Here Tnight Mail the Cmment Frm Back t ODOT: Envirnmental Prgrams Divisin 200 NE 21 st Street Oklahma City, OK Yur Cmments t ENVIRONMENT@ODOT.ORG QUESTIONS?