436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross...

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Submittal/Approval Letter To: Patrick Muench, P.E. Date: July 1, 2017 Turnpike Design Engineer Financial Project ID: 436517-1-52-01 & 436517-3-52-01 New Construction ( ) RRR ( ) Federal Aid Number: Not Applicable Project Name: Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM169.320 State Road Number: 91 Co./Sec./Sub.: 94/470/000 Begin Project MP: 15.078 End Project MP: 31.168 Full Federal Oversight: Yes ( ) No ( ) Request for: Design Exception ( ), Design Variation ( ) Community Aesthetic Feature: Conceptual ( ), Final ( ) Re-submittal: Yes ( ) No( ) Original Ref# - - Requested for the following element(s): ( ) Design Speed ( ) Lane Width ( ) Shoulder Width ( ) Cross Slope ( ) Design Loading Structural Capacity ( ) Vertical Clearance ( ) Maximum Grade ( ) Stopping Sight Distance ( ) Superelevation ( ) Horizontal Curve Radius ( ) Other This project consists of resurfacing and safety improvements for the Florida’s Turnpike Mainline (SR 91) from MM 153.230 to MM 169.320 (County Mile Post 15.078 to County Mile Post 31.168), in St. Lucie County (94470-000) for a total length of 16.090 miles. The main objective of the project is to extend the life of the existing pavement through milling and resurfacing of the existing northbound and southbound travel lanes, inside and outside shoulders, and the paved median openings. Safety improvements will include construction of ground-in rumble strips, repair of all guardrail openings for maintenance access and adjustment or replacement of guardrail as necessary, cross slope correction to meet criteria, shoulder drop-off correction along the edge of pavement, replacement of non-compliant signing within the project limits, bridge deck repair at the L-20 and Angle Road/Belcher canal bridges, bridge railing retrofit at the Picos Road, CR 68, and Minute Maid Road overpass bridges, and repairs to the existing box culverts and farm crossings. SR 91 is classified as a Rural Principal Arterial – Expressway and is part of the National Highway System (NHS) and the State Highway System (SHS). SR 91 is also a Strategic Intermodal System (SIS) Corridor with a Limited Access Right-of-Way of 400 feet. The corridor has a posted and design speed of 70 MPH. The existing typical section is a four-lane, divided, rural facility with two 12 ft. lanes, an 8 ft. inside shoulder with 4 ft. paved, and a 12 ft. outside shoulder with 10 ft. paved, in each direction. The northbound and southbound roadways are separated by a 40-ft. median. An existing median double-faced guardrail with rub rail, predominantly located adjacent to the southbound inside shoulder, runs along the median within the project limits. In some locations, such as the segment between the Belcher Canal and L-20 Canal bridges, standard guardrail is located adjacent to the median shoulders and the outside shoulders for the northbound and southbound directions. Based on information gathered from the design survey for the project, the SR 91 cross slopes and Superelevation rates were evaluated for compliance with American Association of State Highway and Transportation Officials (AASHTO), and Florida Department of Transportation (FDOT) criteria. Several tangent sections of the roadway were found to have an average cross slope less than 1.50%. Several segments were also found to have cross slopes steeper than 2.50%. Areas where the average cross slope over a 1000-foot interval was found to be noncompliant with the governing criteria were further evaluated to determine the feasibility of correcting the cross slope. The superelevation rates for the horizontal curves were analyzed against the governing criteria. Several locations on the horizontal curves were found to have superelevation rates that are both too flat and too steep. Areas where the average superelevation rate over a 500-foot interval was found to be noncompliant with the governing criteria were further evaluated to determine the feasibility of superelevation correction. In these areas, the crash data was evaluated to verify if any accidents were attributable to the superelevation deficiency and determine if a hydroplaning analysis is required as per Turnpike Plans Preparation and Practices Handbook (TPPPH), Chapter 2.1.5.1. Tables 2.1 and 2.2 summarize the locations of deficient cross slope and superelevation rates where correction is infeasible.

Transcript of 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross...

Page 1: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Submittal/Approval LetterTo: Patrick Muench, P.E. Date: July 1, 2017 Turnpike Design Engineer

Financial Project ID: 436517-1-52-01 & 436517-3-52-01 New Construction ( ) RRR ( )Federal Aid Number: Not ApplicableProject Name: Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM169.320State Road Number: 91 Co./Sec./Sub.: 94/470/000Begin Project MP: 15.078 End Project MP: 31.168 Full Federal Oversight: Yes ( ) No ( )Request for: Design Exception ( ), Design Variation ( )

Community Aesthetic Feature: Conceptual ( ), Final ( )Re-submittal: Yes ( ) No( ) Original Ref# - -

Requested for the following element(s):( ) Design Speed ( ) Lane Width ( ) Shoulder Width ( ) Cross Slope( ) Design Loading Structural Capacity ( ) Vertical Clearance ( ) Maximum Grade ( ) Stopping Sight Distance( ) Superelevation ( ) Horizontal Curve Radius ( ) Other

This project consists of resurfacing and safety improvements for the Florida’s Turnpike Mainline (SR 91) from MM 153.230 to MM 169.320 (County Mile Post 15.078 to County Mile Post 31.168), in St. Lucie County (94470-000) for a total length of 16.090 miles. The main objective of the project is to extend the life of the existing pavement through milling and resurfacing of the existing northbound and southbound travel lanes, inside and outside shoulders, and the paved median openings. Safety improvements will include construction of ground-in rumble strips, repair of all guardrail openings for maintenance access and adjustment or replacement of guardrail as necessary, cross slope correction to meet criteria, shoulder drop-off correction along the edge of pavement, replacement of non-compliant signing within the project limits, bridge deck repair at the L-20 and Angle Road/Belcher canal bridges, bridge railing retrofit at the Picos Road, CR 68, and Minute Maid Road overpass bridges, and repairs to the existing box culverts and farm crossings.

SR 91 is classified as a Rural Principal Arterial – Expressway and is part of the National Highway System (NHS) and the State Highway System (SHS). SR 91 is also a Strategic Intermodal System (SIS) Corridor with a Limited Access Right-of-Way of 400 feet. The corridor has a posted and design speed of 70 MPH. The existing typical section is a four-lane, divided, rural facility with two 12 ft. lanes, an 8 ft. inside shoulder with 4 ft. paved, and a 12 ft. outside shoulder with 10 ft. paved, in each direction. The northbound and southbound roadways are separated by a 40-ft. median. An existing median double-faced guardrail with rub rail, predominantly located adjacent to the southbound inside shoulder, runs along the median within the project limits. In some locations, such as the segment between the Belcher Canal and L-20 Canal bridges, standard guardrail is located adjacent to the median shoulders and the outside shoulders for the northbound and southbound directions.

Based on information gathered from the design survey for the project, the SR 91 cross slopes and Superelevation rates were evaluated for compliance with American Association of State Highway and Transportation Officials (AASHTO), and Florida Department of Transportation (FDOT) criteria. Several tangent sections of the roadwaywere found to have an average cross slope less than 1.50%. Several segments were also found to have cross slopes steeper than 2.50%. Areas where the average cross slope over a 1000-foot interval was found to be noncompliant with the governing criteria were further evaluated to determine the feasibility of correcting the cross slope. The superelevation rates for the horizontal curves were analyzed against the governing criteria. Several locations on the horizontal curves were found to have superelevation rates that are both too flat and too steep. Areas where the average superelevation rate over a 500-foot interval was found to be noncompliant with the governing criteria were further evaluated to determine the feasibility of superelevation correction. In these areas, the crash data was evaluated to verify if any accidents were attributable to the superelevation deficiency and determine if a hydroplaning analysis is required as per Turnpike Plans Preparation and Practices Handbook (TPPPH), Chapter 2.1.5.1. Tables 2.1 and 2.2 summarize the locations of deficient cross slope and superelevation rates where correction is infeasible.

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To enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat. Only segments with flatter Cross Slope than required which are under existing bridges where there are vertical clearance issues will not be corrected. The correction of cross slope and superelevation rates that are steeper than required to meet the AASHTO and FDOT criteria would increase the construction cost and impact the construction duration and schedule. Furthermore, FTE’s customers would be impacted by the extended construction duration. Since there are no crashes that can be attributed to the noncompliant rates, and no benefit may be gained as a result of implementing the improvements, the benefit/cost ratio for widening the shoulders was determined to be zero. No quantifiable benefit in terms of safety, operational performance, or level of service can be derived from implementing any of the improvements discussed in this report. Furthermore, maintaining the current cross slope and superelevation rates will eliminate any negative impacts on environmental concerns, community considerations, budget, or schedule. Therefore, the approval of this Design Exception is requested for the existing cross slopes and superelevation rates, as identified in the following Tables, to remain.

The lane designations and design elements are as follows:

L1 - Inside southbound travel lane R1 - Inside northbound travel laneL2 - Outside southbound travel lane R2 - Outside northbound travel laneSE - Superelevation

Superelevation Deficiencies

BeginStation

EndStation Curve Lane

Required SE Rate (ft./ft.) Existing SE Rate

(ft./ft.)AASHTOemax=6%

(1)

AASHTOemax=12%

(2)

FDOT/FTE (3)

1962+84.72* 1981+50.00 C1 L1 0.026 0.029 0.028 0.031 - 0.036

2090+50.00 2102+00.00 C2 R1 0.033 0.038 0.037 0.039 - 0.044

2081+50.00 2097+50.00 C2 R2 0.033 0.038 0.037 0.039 - 0.044

2155+50.00 2162+00.00 C3 L2 0.026 0.029 0.028 0.030 - 0.032

2132+00.00 2146+00.00 C3 L1 0.026 0.029 0.028 0.030 - 0.037

2165+50.00 2173+50.00 C3 R1 0.026 0.029 0.028 0.030 - 0.032

2157+00.00 2162+50.00 C3 R2 0.026 0.029 0.028 0.030 - 0.032

2280+00.00 2291+50.00 C4 L2 0.033 0.038 0.037 0.039 - 0.044

2295+00.00 2304+00.00 C4 R1 0.033 0.038 0.037 0.039 - 0.043

2610+00.00 2611+50.00 C5 L2, L1, & R2 0.033 0.038 0.037 0.028 - 0.032

2632+00.00 2639+00.00 C5 R2 0.033 0.038 0.037 0.039 - 0.041

2651+00.00 2655+00.00 C5 R2 0.033 0.038 0.037 0.039 - 0.040

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Cross Slope Deficiencies

Begin Station

EndStation Lane

Required Cross Slope (ft./ft.) Existing

Cross Slope (ft./ft.)AASHTO FDOT/FTE

2041+50.00 2078+00.00 L1 0.015-0.025 0.015-0.025 0.025 - 0.029

2054+00.00 2055+50.00 L2 0.015-0.025 0.015-0.025 0.013

2201+00.00 2210+50.00 L2 0.015-0.025 0.015-0.025 0.025 - 0.027

2173+50.00 2179+50.00 R1 0.015-0.025 0.015-0.025 0.025 - 0.027

2218+50.00 2229+50.00 R2 0.015-0.025 0.015-0.025 0.025 - 0.029

2808+50.00 2813+50.00 R2 0.015-0.025 0.015-0.025 0.025 - 0.029

Recommended by:

Date 07/01/2017Houman Assari, P.E., Responsible Professional Engineer

Approvals:

Date N/A Date Patrick Muench, P.E., Turnpike Design Engineer Turnpike Structures Design Engineer

N/A Date N/A Date Michael Shepard, P.E., State Roadway Design Engineer State Structures Design Engineer

N/A Date N/A Date State Chief Engineer FHWA Division Administrator

07/05/17

Houman Assari Digitally signed by Houman Assari Date: 2017.07.01 18:29:10 -04'00'

Patrick Muench

Digitally signed by Patrick Muench DN: cn=Patrick Muench, o=Florida Department of Transportation, ou=Florida's Turnpike Enterprise, [email protected], c=US Date: 2017.07.05 14:08:39 -04'00'

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Request for FTE Design Exceptions & Variations Checklist 

Date: 

     BMP:     EMP: EMP: 

 New Construction 

District:   Project Name: Project Section Exemption FPID:      Requested Control Element(s): 

Design Speed*  Horizontal Curve Radius

 Other __________

Lane Width Vertical Clearance**  Superelevation 

Shoulder Widths Maximum Grade Stopping Sight Distance  

RRR

Design Loading Structural Capacity* Cross Slopes 

*Requires supplementary review (i.e. Planning/Structures/etc)**Requires Utility Accommodation Manual (UAM) Exception Submittals

 Page #/ NA 

Submittal/Approval Letter (independent file from report)  Short description of project, applicable criteria and reason for variation requestApplicable signature fields, names, and titles listed  

Design Exception/Variation Report   Report Cover 

Project Title, FPID, digital sign, seal and date  Project description 

 General project information, typical section, begin/end milepost,    county section number  Include Work Mix, To – From, Objectives, Obstacles and Schedule. 

 Description of the variation element and applicable criteria (AASHTO and    Department value or standard) 

 Detailed explanation of why the criteria or standard cannot be    complied with or is not applicable  Description of any proposed value for project and why it is    appropriate 

 Amount and character of traffic using the facility  Description of the anticipated impact on Operations,    Adjacent Sections, Level Of Service, Safety, Long and Short    Term Effects 

Is the variation   temporary or   permanent?   Description of the anticipated Cumulative Effects 

 A plan view or aerial photo of the variation location  Showing right of way lines, and property lines of adjacent property. 

 A photo of the area.  Typical section or cross‐section of variation/exception location  The milepost and station location of the variation/exception  Any related work programmed or in future work plans 

BMP: 

Florida's Turnpike Enterprise

SR 91 Mainline Resurfacing and Safety Improvements from MM 153.230 to MM 169.32015.078

07/01/2017

31.168

436517-1-52-01 & 436517-3-52-01 ✔

✔ ✔

S/A Letter

✔ 1

Cover

2, 3, 4, 5, 6

6, E

A

D B

A w/ MM

7

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 The Project Schedule Management (PSM) Project Schedule   Activities submitted 

 < Phase I    Phase I – Phase II     Phase II – Phase III   Phase III – Phase IV     > Phase IV  

Letting:      All mitigating efforts 

 An explanation of what if any associated existing or future    Limitations as a result of public or legal commitments.  Description and explanation of any practical alternatives,    the selected treatment and why. 

 Comments on the most recent 5‐year crash history  Including all pertinent crash reports  Is the location of the variation on the High Crash List? 

 Description of the anticipated Cost (Social and to the Department –    Benefit/Cost)  Summary Conclusions 

Summary description of included support documentation such as:  Location map or description  Typical section  Aerial or Photo logs when they best illustrate the element issues  Crash History and analysis  Plan sheets in the area of the variation elements  Profiles in the area of vertical alignment variation elements  Tabulation of pole offsets for horizontal clearance variation  Applicable Signed and Sealed Engineering Support Documents 

For the specified conditions the following additional documentation is required: For design speed on FIHS/SIS 

 Provide typical sections at mid blocks and at intersections. For lane width 

 Provide locations of alternative routes that meet criteria  Proposal for handling drainage  Proposed signing and pavement markings 

For shoulder width  Proposal for handling stalled vehicles  Proposal for handling drainage 

For bridge width  Plan view of the approaching roadways  Existing bridge plans (these may be submitted electronically) 

For a bridge with a design inventory load rating less than 1.0  Written evaluation and recommendation by the Office of    Maintenance is required  Load rating calculations for the affected structure 

For vertical clearance  Locations of alternative routes that meet criteria 

 Page #/ NA 

✔ K

01/09/2017 11

7, 8, 9, H

10, I, J

N/A

N/A

N/A

N/A

N/A

N/A

12

A, B, D, H

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For cross‐slopeProposal for handling drainage 

Details on how the cross slope impacts intersections 

For conditions that may adversely affect the roadway’s capacity 

 Provide the comments on compatibility of the design and operation   with the adjacent sections  Effects on capacity (proposed criteria vs. AASHTO) using an    acceptable capacity analysis procedure  Calculate reduction for design year, level of service 

For superelevation  Provide the side friction factors for the curve for each lane of different    cross‐slope at the PC of the curve, the point of maximum cross‐slope,    and the PT of the curve using the following equation.   f = (V2 – 15Re)/(V2e+15R) 

For areas with crash histories or when a benefit to cost analysis is requested  Provide a time value analysis between the benefit to society quantified    in dollars and the costs to society quantified in dollars over the life of the    Exception/Variation. 

 Roadside Safety Analysis Program (RSAP)  Historical Crash Method (HCM) 

 Page #/ NA 

6

N/A

10, G

N/A

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Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

St. Lucie County, Florida

FPID Numbers 436517-1-52-01 and 436517-3-52-01 Contract Number C9R86

CROSS SLOPE AND SUPERELEVATION DESIGN EXCEPTION

Prepared For:

Florida Department of Transportation Florida’s Turnpike Enterprise

JULY 2017

Prepared By: Propel Engineering, Inc. 6685 Forest Hill Boulevard, Suite 205 Responsible Engineer: Greenacres, FL 33413 Houman Assari, PE Certification of Authorization No. 31050 State of Florida, Professional Engineer Vendor No. F463316950 License No. 49029

This item has been electronically signed and sealed by Houman Assari, PE on 07/01/2017 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Houman Assari Digitally signed by Houman Assari Date: 2017.07.01 18:27:35 -04'00'

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Table of Contents 1.0 Project Description ....................................................................................................................................................... 1

2.0 Description of the Design Exception ............................................................................................................................. 2 3.0 Design Criteria .............................................................................................................................................................. 5

3.1 American Association of State Highway and Transportation Officials (AASHTO) .................................................... 5

3.2 Florida Department of Transportation (FDOT) ....................................................................................................... 5 4.0 Proposed Criteria .......................................................................................................................................................... 6

5.0 Justification .................................................................................................................................................................. 6

5.1 Operational Conditions .......................................................................................................................................... 6

5.2 Crash History Analysis ............................................................................................................................................ 7 5.3 Benefit/Cost Analysis ........................................................................................................................................... 10

5.4 Side Friction Factor Documentation ..................................................................................................................... 10

5.5 Right-of-Way Impacts .......................................................................................................................................... 10 5.6 Community Impacts ............................................................................................................................................. 10

5.7 Environmental Impacts ........................................................................................................................................ 11

5.8 Mitigation ............................................................................................................................................................ 11

6.0 Summary Conclusions ................................................................................................................................................. 12

APPENDICES

Appendix A: Location Map Appendix B: Typical Sections Appendix C: As-Built Plans Appendix D: Photo Log Appendix E: Traffic Data Appendix F: Cross slope Analysis Appendix G: Side Friction Factor Calculations Appendix H: Crash History Appendix I: Cost Estimate Appendix J: Benefit Cost Analysis Appendix K: Project Schedule

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Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 1

1.0 Project Description This project consists of resurfacing and safety improvements for the Florida’s Turnpike Mainline (SR 91) from MM 153.230 to MM 169.320 (County Mile Post 15.078 to County Mile Post 31.168), in St. Lucie County (94470-000) for a total length of 16.090 miles. The main objective of the project is to extend the life of the existing pavement through milling and resurfacing of the existing northbound and southbound travel lanes, inside and outside shoulders, and the paved median openings. Safety improvements will include construction of ground-in rumble strips, repair of all guardrail openings for maintenance access and adjustment or replacement of guardrail as necessary, cross slope correction to meet criteria, shoulder drop-off correction along the edge of pavement, replacement of non-compliant signing within the project limits, bridge deck repair at the L-20 and Angle Road/Belcher canal bridges, bridge railing retrofit at the Picos Road, CR 68, and Minute Maid Road overpass bridges, and repairs to the existing box culverts and farm crossings. SR 91 is classified as a Rural Principal Arterial – Expressway and is part of the National Highway System (NHS) and the State Highway System (SHS). SR 91 is also a Strategic Intermodal System (SIS) Corridor with a Limited Access Right-of-Way of 400 feet. The corridor has a posted and design speed of 70 MPH. The existing typical section is a four-lane, divided, rural facility with two 12 ft. lanes, an 8 ft. inside shoulder with 4 ft. paved, and a 12 ft. outside shoulder with 10 ft. paved, in each direction. The northbound and southbound roadways are separated by a 40-ft. median. An existing median double-faced guardrail with rub rail, predominantly located adjacent to the southbound inside shoulder, runs along the median within the project limits. In some locations, such as the segment between the Belcher Canal and L-20 Canal bridges, standard guardrail is located adjacent to the median shoulders and the outside shoulders for the northbound and southbound directions. The project is currently scheduled for letting on 01/09/2018, with a production date of 09/05/2017. There are currently no major obstacles to meeting this schedule. The project schedule is included in Appendix K of this document.

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Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 2

2.0 Description of the Design Exception Based on information gathered from the design survey for the project, the SR 91 cross slopes and Superelevation rates were evaluated for compliance with American Association of State Highway and Transportation Officials (AASHTO), and Florida Department of Transportation (FDOT) criteria. The evaluation for the tangent segments was performed by taking the average cross slope of data points along the project over 1000-foot increments (500 feet before and after the data point) and comparing to the results to the governing criteria for average cross slope. For the superelevated segments, the evaluation was based on 500-foot increments (250 feet before and after the data point). The governing criteria is presented in section 3.0 and the evaluation is included in Appendix F of this document. Based on the design analysis methodology, several tangent sections of the roadway were found to have an average cross slope less than 1.50%. Several segments were also found to have cross slopes steeper than 2.50%. Areas where the average cross slope over a 1000-foot interval was found to be noncompliant with the governing criteria were further evaluated to determine the feasibility of correcting the cross slope. The superelevation rates for the horizontal curves were analyzed against the governing criteria. Several locations on the horizontal curves were found to have superelevation rates that are both too flat and too steep. Areas where the average superelevation rate over a 500-foot interval was found to be noncompliant with the governing criteria were further evaluated to determine the feasibility of superelevation correction. In these areas, the crash data was evaluated to verify if any accidents were attributable to the superelevation deficiency and determine if a hydroplaning analysis is required as per Turnpike Plans Preparation and Practices Handbook (TPPPH), Chapter 2.1.5.1. The existing Picos Road and Minute Maid Road overpasses have vertical clearances that are below the FDOT PPM minimum criteria of 16’-0” for existing structures. The cross slopes at these locations have been identified as noncompliant with the governing criteria. In order to correct the cross slope at bridge underpass locations, either the bridge would have to be raised or the Turnpike Mainline would have to be reconstructed to a lower elevation. The existing Turnpike Mainline pavement structure does not have an adequate structural number to allow lowering the pavement elevation through milling and resurfacing, and would instead require complete reconstruction of the roadway. Reconstruction of the overpass bridges is not consistent with the scope of this resurfacing project. Therefore, in order to avoid reducing the existing vertical clearances, cross slope correction is not recommended within the limits of the overpasses. Since the existing corridor is rural with flush shoulders, the algebraic difference between the shoulders and adjacent travel lanes was also analyzed. The results show various locations where the algebraic difference is greater than allowable values as required by governing criteria. These areas will be corrected by overbuilding the shoulder to ensure the required algebraic difference is achieved. There are various locations along the project where guardrail, barrier wall, barrier curb/guardrail combination, bridge vertical clearance, and other potential constraints may be present. These constraints can impact the ability to use cross slope correction methods that raise the edge of shoulder without significant reconstruction of these items. Tables 2.1 and 2.2 summarize the locations of deficient cross slope and superelevation rates where correction is infeasible and the existing conditions are to remain in place. The locations of deficient cross slopes and superelevation rates as identified in this design exception are included in Appendix A of this document.

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Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 3

The limits of noncompliant cross slope and superelevation shown in the tables are based on the design survey and 3D Modeling and Design. The lane designations and design elements are as follows: L1 - Inside southbound travel lane R1 - Inside northbound travel lane L2 - Outside southbound travel lane R2 - Outside northbound travel lane SE - Superelevation

Table 2.1 – Cross Slope Analysis by Lane

Begin Station

End Station Lane

Required Cross Slope (ft./ft.) Existing Cross Slope

(ft./ft.) Recommendation AASHTO

(1) FDOT/FTE

(2) 2041+50.00 2078+00.00 L1 0.015-0.025 0.015-0.025 0.025 - 0.029 Design Exception

2054+00.00 2055+50.00 L2 0.015-0.025 0.015-0.025 0.013 Design Exception

2201+00.00 2210+50.00 L2 0.015-0.025 0.015-0.025 0.025 - 0.027 Design Exception

2173+50.00 2179+50.00 R1 0.015-0.025 0.015-0.025 0.025 - 0.027 Design Exception

2218+50.00 2229+50.00 R2 0.015-0.025 0.015-0.025 0.025 - 0.029 Design Exception

2808+50.00 2813+50.00 R2 0.015-0.025 0.015-0.025 0.025 - 0.029 Design Exception

(1) AASHTO – A Policy on Geometric Design of Highways and Streets (2011), Chapter 8 – Freeways, Section 8.2.4, Page 8-2

(2) FDOT – Plans Preparation Manual, Volume 1, Chapter 25, Table 25.4.7

Page 12: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

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Page 13: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 5

3.0 Design Criteria 3.1 American Association of State Highway and Transportation Officials (AASHTO)

A Policy on Geometric Design of Highways and Streets (2011)

Chapter 8 – Freeways, Section 8.2.4 - Traveled Way and Shoulders, Page 8-2:

“Pavement cross slopes should range between 1.5 and 2 percent on tangent sections, with the higher value recommended for areas with moderate rainfall. For areas of heavy rainfall, a pavement cross slope of 2.5 percent may be needed to provide adequate drainage.”

Chapter 3 – Elements of Design; Section 3.3.3, Maximum Superelevation rates for Streets and Highways: “Although higher superelevation rates offer an advantage to those drivers traveling at high speeds, current practice considers that rates in excess of 12 percent are beyond practical limits.” The Superelevation Rates as provided in Table 3-9, Chapter 3, page 3-45 for maximum Superelevation rate of 6% are 0.026 and 0.033 for the horizontal curves with radii of 7,639.44 feet and 5,729.59 feet, respectively for a design speed of 70 MPH. The Superelevation Rates as provided in Table 3-12b, Chapter 3, page 3-51 for maximum Superelevation rate of 12% are 0.029 and 0.038 for the horizontal curves with radii of 7,639.44 feet and 5,729.59 feet, respectively for a design speed of 70 MPH.

Chapter 4 – Cross-Section Elements; Section 4.4.3, Shoulder Cross Sections: “On tangent or long-radius curved alignment with normal crown and turf shoulders, the maximum algebraic difference in the traveled way and shoulder grades should be from 6 to 7 percent.”

Chapter 4 – Cross-Section Elements; Section 4.9.2, Superelevated Sections: “To avoid an undesirable rollover effect, the algebraic difference in cross slopes at the edge of the traveled way should not exceed 8 percent.”

3.2 Florida Department of Transportation (FDOT) Plans Preparation Manual (PPM) (January 2017)

Volume 1, Chapter 25, Section 25.4.6, Table 25.4.7 - Freeway Cross Slopes

The allowable range of cross slopes for travel lanes on freeways is between 1.5% and 2.5%.

Volume 1, Chapter 2, Table 2.9.1 – Superelevation Rates for Rural Highways (emax = 0.10) The Superelevation Rates for Rural Highways are 0.028 and 0.037 for the horizontal curves with radii of 7639.44 and 5,729.59 feet, respectively for a design speed of 70 MPH.

Volume 1, Chapter 25, Section 25.4.7, states:

“When the existing superelevation does not meet the Design Standard requirements, conduct a safety study to determine if superelevation may be linked as the primary contributing factor to crashes in the curve. If superelevation can be linked to more than one crash in a five year period, superelevation correction is required. For high speed facilities, including Interstate and toll facilities, superelevation correction is required except when both of the following conditions are met:

Superelevation cannot be linked as a contributing factor to crashes in the curve.

Page 14: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 6

The existing superelevation rate (for the design speed and radius of the curve in question) is within the range of values for emax = 6% and emax = 12%, provided in AASHTO’s figures for Minimum Radii for Design Superelevation Rates, Design Speeds.”

Design Standards (Fiscal Year 2017-18)

Index No. 510, Superelevation Rural Highways, Urban Freeways and High Speed Urban Highways, Sheet No. 1 of 2:

“Algebraic difference in cross slope not to exceed 0.07.”

Turnpike Plans Preparation and Practices Handbook (TPPPH) (March 3, 2017)

Volume 1, Section 25.4 – RRR Design criteria does not provide any additional criteria regarding cross slopes or Superelevation.

4.0 Proposed Criteria The proposed design is to allow the existing cross slopes and the superelevation rates at the locations identified in Tables 2.1 and 2.2, where correction is infeasible, to remain in place. 5.0 Justification The main objective of the project is to extend the service life of the existing asphalt pavement and improve safety related features along the corridor. The proposed design provides a balance between pavement improvements and vehicular traffic operation while maintaining the safety of the traveling public.

5.1 Operational Conditions A project Traffic Data Report was provided by FTE. The Traffic Data results were as follows:

Table 5.1.1 – SR 91 Traffic Data

Two-Way AADT Trucks (DDHV) Traffic Factors

2016 2018 2038 2016 2018 2028 KSTD (%) D (%) T24 (%) DHT (%)

32,500 33,900 45,200 145 151 202 10.5 60.7 14.0 7.0 The design and posted speed within the project limits is 70 mph. The Traffic Data is included in Appendix E of this document. The design approach on this project for areas where cross slope or superelevation are noncompliant with the governing criteria is to correct the deficiencies where the cross slopes are too flat and request an exception for the areas where the cross slope is too steep. The request for an exception will be contingent upon the segments being considered having not been identified as unsafe based on crash analysis. Since the deficient cross slopes and superelevations are an existing condition, no adverse impacts on the existing capacity and operation of the facility are anticipated if the current rates are maintained. There are additional design elements that are not in compliance with AASHTO and FDOT criteria, namely Vertical Clearance and Shoulder Width, that occur in the vicinity of the areas established for this design exception, however, no cumulative effects impacting the operation of the facility are expected.

Page 15: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 7

Based on the analysis performed, no long or short term adverse impacts are anticipated on operations, Level of Service, or adjacent roadway sections for the areas identified in this Design Exception, which is expected to be in place through the design life of the project. SR 91 from MM 152 to MM 193 is to be evaluated for widening by year 2035 which may ultimately eliminate the substandard cross slopes and superelevation along SR 91. A Project Development and Environment (PD&E) study would be required, which may address the deficiencies, prior to design and construction. 5.2 Crash History Analysis Safety considerations associated with insufficient cross slope and superelevation are inadequate drainage and ponding of water on the travel lanes, as well as potential for skidding which may result in leaving the roadway crashes. As stated previously, the design approach on this project is to correct the cross slope in the areas where the cross slopes are too flat and request an exception only for the areas where the cross slope is too steep. The request for an exception will be contingent upon the segments being considered are not considered to be unsafe based on crash analysis. The most recent 5-year crash history from the years 2011 through 2015 was reviewed. The crash data is included in Appendix H of this document. This report covers crash data, field investigations, and assessments of the existing conditions along the corridor. The data provided includes the location of each crash, the type of crash, the date, and the existing conditions.

The analysis of the crash history revealed a total of 376 crashes within the project limits. There have been 35 crashes involving Sideswipe type collisions and vehicles leaving the roadway and colliding with roadside barriers that have occurred within the limits established for the design exception. There have been two crashes within the referenced segments with fatalities. The long form crash reports were reviewed to determine whether deficient cross slopes or superelevation were a contributing factor to any of the crashes. Based on the evaluation of the available crash data, there were three crashes that identified hydroplaning as the contributing cause, however these incidents did not occur within the lanes identified in the design exception. The crashes have been summarized in Table 5.2.1.

Page 16: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 8

Table 5.2.1 - Summary of Crash Reports involving Hydroplaning

Crash ID Year Location Summary Remarks

82043206 2012 MM

158.051 (R1)

Vehicle 1 was travelling north on SR 91 in the inside lane. Vehicle 1 started to hydroplane. The Driver lost control of Vehicle 1. Vehicle 1 veered to the median. The front of Vehicle 1 collided with the guardrail. Vehicle 1 rotated counter-clockwise, crossing the outside lane, to the emergency lane. Vehicle 1 came to final rest in the emergency lane, facing north. There was no damage to the guardrail.

This crash did not occur in a Lane for which the cross slope design exception is requested.

82043236 2013 MM

158.134 (R1)

Vehicle 1 was travelling north on SR 91 in the inside lane. Vehicle 1 started to hydroplane. Vehicle 1 travelled into the median. The front of Vehicle 1 collided with the guardrail. Vehicle 1 travelled across both northbound lanes, and came to final rest on the right shoulder of the roadway. The Driver stated that Vehicle 1 started to hydroplane, and he lost control and he tried to keep Vehicle 1 from hitting any other vehicles.

This crash did not occur in a Lane for which the cross slope design exception is requested.

81982922 2011 MM

166.030 (L1)

Vehicle 1 was traveling SB in the inside lane in the area of the 166 MM. The Driver was unable to avoid standing water in the inside lane due to inclement weather. Vehicle 1 began to hydroplane causing the Driver to lose control of Vehicle 1. Vehicle 1 traveled onto the median shoulder striking the guardrail. Vehicle 1 came to final rest facing SB on the paved median shoulder.

This crash did not occur in a Lane for which the superelevation design exception is requested.

Page 17: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 9

In addition, the long form crash report for the accidents with the fatalities were reviewed to ensure that substandard cross slopes or superelevation were not involved in the crashes in any way. The crashes have been summarized in Table 5.2.2.

Table 5.2.2 - Summary of the Fatal Crash Report

Based on the available information, no correlation between the crashes within the lanes identified in this design exception and the noncompliant cross slope or superelevation could be determined. The analysis further revealed that the referenced design exception locations, as identified in Tables 2.1 and 2.2, are not on the Turnpike’s Top 30 Crash List. From the foregoing information presented, it is reasonable to conclude that the crashes would not be mitigated by correcting the cross slopes or the superelevation rates, and safety is not compromised.

Crash ID Year Location Summary Remarks

83183054 2013 MM

158.129 (L1)

Vehicle 1 was traveling southbound on State Road 91 in the inside lane. For an unknown reason, Vehicle 1 traveled onto the eastern shoulder and Driver 1 steered the Vehicle 1 back to the right, overcorrected, and subsequently lost control of Vehicle 1. Vehicle 1 traveled across both southbound lanes and onto the western shoulder of southbound State Road 91. Vehicle 1 then rotated counterclockwise and traveled back across both southbound lanes and struck the center median guardrail with the left side of Vehicle 1. Occupant 2 was ejected from Vehicle 1 through the left side window and struck the metal guardrail. Occupant 2 came to final rest in the inside lane facing north. Vehicle 1 continued to rotate counterclockwise and struck the center median guardrail a second and third time before traveling across both southbound lanes and struck the metal guardrail on the western shoulder. Vehicle 1 came to final rest on the western shoulder of southbound State Road 91 facing north. Occupant 2 was pronounced deceased on the scene.

This crash did not occur in a Lane for which the cross slope design exception is requested.

82043247 2013 MM

166.473 (L1)

Vehicle 1 was travelling south on SR91 (Turnpike) in the inside lane. Vehicle 1 veered across the outside lane, to the right shoulder of the roadway. Vehicle 1 rotated clockwise. Vehicle 1 traveled down the embankment, backwards. The rear of Vehicle 1 collided with the concrete pole, and the ITS box that was attached to it. The force of the impact separated the ITS box from the concrete pole, and cracked the cement, support base for the pole in half. Vehicle 1 came to final rest down the embankment, facing southeast. The Driver stated that he believes an unknown vehicle may have cut him off. There were no independent witnesses to the accident.

This crash did not occur in a Lane for which the superelevation design exception is requested.

Page 18: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 10

5.3 Benefit/Cost Analysis The cross slopes and superelevation rates identified to remain as part of this design exception are generally for areas where the existing rates are steeper than those required by the governing standards. Correction of these deficient rates can be accomplished utilizing overbuild to flatten the cross slopes. Our preliminary analysis indicates that the overbuild thickness required to correct the deficiencies does not exceed one (1) inch. Providing cross slope correction on the inside lanes to achieve compliant shoulder rates would require additional overbuild on the outside lanes even if the cross slopes in the adjacent lanes are not deficient. The outside shoulders would also require overbuild which would ultimately require shoulder treatment to be provided to the outside of the shoulders. The estimated cost to provide cross slope and superelevation correction is $292,900.00. The cost estimate is included in Appendix I of this document. A Benefit/Cost analysis was performed; however, the result of the B/C ratio was found to be zero since there were no crashes that could be attributed to deficient cross slope or superelevation in the analysis of the most recent 5-year crash history. Furthermore, as stated in the Highway Safety Manual, the base condition for the Crash Modification Factors (CMF) for the superelevation of a horizontal curve is the rate identified in the AASHTO Green Book. Changes in CMF are dependent on superelevation variance of a horizontal curve which is the difference between the existing superelevation rate and the required rate as defined by the AASHTO Green Book. The CMF for superelevation is 1.00 when the existing superelevation meets or exceeds the value defined by AASHTO. Therefore, higher superelevation rates do not affect crash frequency and do not have adverse impacts on the safety of the roadway. There are no anticipated social costs associated with the deficient shoulder widths. 5.4 Side Friction Factor Documentation Side Friction Factor (f) calculations have been performed for the five curves on SR 91 within the project limits. The values for each lane on mainline SR 91 at the PC, Midpoint, and PT of the curves, as well as the location of maximum superelevation were calculated using the following equation: = 15+ 15

Where:

f = Side Friction Factor V = Design Speed (mph) R = Radius (feet) e = Superelevation (ft./ft.) at the station evaluated As illustrated by the results of the calculations, which are included in Appendix G of this document, the side friction factors along the curves meet or exceed the friction factor requirements since the deficient superelevation rates which are less than the required rates will be corrected, and only the superelevation rates exceeding the required rates will remain in place and be included in this design exception. 5.5 Right-of-Way Impacts Whether any Improvements to correct the cross slope and superelevation deficiencies are implemented or the existing rates are allowed to remain in place, no right-of-way impacts are anticipated. 5.6 Community Impacts Since the noncompliant cross slopes and superelevation rates are an existing condition, no adverse community impacts are expected if the existing rates are maintained. However, if the Improvements to

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Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 11

correct the shoulder width deficiency are implemented, the additional work will increase the cost and extend the construction duration of the project. This will ultimately result in additional disturbance to the FTE consumers, and the local community. 5.7 Environmental Impacts Adverse environmental impacts are not expected as a result of the implementation of the Improvements to correct the cross slope and superelevation deficiencies, however, Gopher tortoise burrows were observed during our field visits which will require coordination with Florida Fish and Wildlife Conservation Commission (FWC). The appropriate habitats must be surveyed during design to confirm whether the burrows are active. If the burrows are impacted, a relocation permit will be required prior to moving the tortoise. Relocation permitting does not typically occur until approximately 90 days prior to the start of construction in the area. Since the noncompliant cross slopes and superelevation rates are an existing condition, no adverse environmental impacts are expected if the existing rates are maintained. 5.8 Mitigation To enhance the safety with respect to the noncompliant design elements, cross slope and superelevation correction will be performed where the rates were flatter than the governing standards except for the segments of the roadway where the deficiency is less than 500 feet, and in areas under the existing bridges that do not provide the required minimum vertical clearances. This approach will address the primary safety concern regarding insufficient cross slope and superelevation which is inadequate drainage and ponding of water on the travel lanes that may lead to hydroplaning and ultimately result in leaving the roadway crashes. The noncompliant areas included in this design exception have rates that are steeper than the required criteria which will be beneficial in terms of conveying stormwater runoff away from the travel lanes and into the roadside ditches more effectively. Additional mitigation strategies as outlined in the FHWA Mitigation Strategies for Design Exceptions, dated July 2007, publication include open graded pavement to improve surface friction, enhanced delineation with shoulder rumble strips, and paved shoulders, which are currently in place or will be improved as part of this project. Other strategies referenced in the document such as enhanced lighting, safety edge, and dynamic message signs are either infeasible for application on this project, or impractical based on the scope of this resurfacing project. There are no associated existing or future limitations as a result of legal or public commitments known for this project.

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Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 12

6.0 Summary Conclusions The main objective of the project is to extend the life of the existing pavement through milling and resurfacing of the existing northbound and southbound travel lanes, inside and outside shoulders and the paved median openings. Additional safety related improvements will also be provided along the corridor. The required criteria are impractical, whereas the proposed design provides a balance between pavement improvements and vehicular traffic operation while maintaining the safety of the traveling public. To enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat. Only segments with flatter Cross Slope than required which are under existing bridges where there are vertical clearance issues will not be corrected. The correction of cross slope and superelevation rates that are steeper than required to meet the AASHTO and FDOT criteria would increase the construction cost and impact the construction duration and schedule. Furthermore, FTE’s customers would be impacted by the extended construction duration. Since there are no crashes that can be attributed to the noncompliant rates, and no benefit may be gained as a result of implementing the improvements, the benefit/cost ratio for widening the shoulders was determined to be zero. No quantifiable benefit in terms of safety, operational performance, or level of service can be derived from implementing any of the improvements discussed in this report. Furthermore, maintaining the current cross slope and superelevation rates will eliminate any negative impacts on environmental concerns, community considerations, budget, or schedule. Therefore, the approval of this Design Exception is requested for the existing cross slopes and superelevation rates, as identified in Tables 2.1 and 2.2, to remain.

Page 21: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix A Location Map

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Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix B Typical Section

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Page 32: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 33: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 34: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 35: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 36: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix C As-Built Plans

Page 37: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix D Photo Log

Page 38: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Super Elevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Figure 1 - NB SR 91 – Curve C2 Superelevation Inside and Outside Lanes (R1 and R2)

Figure 3 - NB SR 91 – Curve C3 Superelevation Inside Lane (R1)

Figure 2 - NB SR 91 – Curve C3 Superelevation Outside Lane (R2)

Figure 4 - NB SR 91 – North of Curve C3 Cross Slope Inside Lane (R1)

Page 39: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Super Elevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Figure 5 - NB SR 91 North of the Angle Road/Belcher Canal Bridge Cross Slope Outside Lane (R2)

Figure 7 - NB SR 91 – Curve C5 Under Minute Maid Road Bridge Superelevation Outside Lane (R2)

Figure 6 - NB SR 91 – Curve C4 Superelevation Inside Lane (R1)

Figure 8 - NB SR 91 – Curve C5 Superelevation Outside Lane (R2)

Page 40: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Super Elevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Figure 9 - NB SR 91 – Curve C5 Superelevation Outside Lane (R2)

Figure 11 – SB SR 91 – Curve C5 Under Minute Maid Road Bridge Superelevation Inside and Outside Lanes (L1 and L2)

Figure 10 - NB SR 91 Cross Slope Outside Lane (R2)

Figure 12 – SB SR 91 – Curve C4 Superelevation Outside Lane (L2)

Page 41: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Super Elevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Figure 13 – SB SR 91 South of the Angle Road/Belcher Canal Bridge Cross Slope Outside Lane (L2)

Figure 15 – SB SR 91 Cross Slope Inside Lane (L1)

Figure 14 - SB SR 91 – Curve C3 Superelevation Inside Lane (L1)

Figure 16 – SB SR 91 – Curve C1 Superelevation Inside Lane (L1)

Page 42: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix E Traffic Data

Page 43: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 44: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Traffic and Revenue Consultant Florida’s Turnpike Enterprise

Florida Department of Transportation

AECOM P.O. Box 613069 Florida’s Turnpike Milepost 263, Building 5315 Ocoee, Florida 34761-3069 Tel: 407-532-3999 www.aecom.com

MEMORANDUM Date:

To:

From:

Copies:

Subject: Typical Section Traffic Data and Equivalent Single Axle Loading (ESAL) Calculations_Update

FPN:

State Road:

Counties:

FY 2016 Turnpike Annual Traffic Trends Report

Page 45: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Lane Closure Traffic Data Page 2

AECOM P.O. Box 613069 Florida’s Turnpike Milepost 263, Building 5315 Ocoee, Florida 34761-3069 Tel: 407-532-3999 www.aecom.com

U.S. DOT Mitigation Strategies for Design Expectations

Typical Section Traffic Data and Trucks Directional Design Hour Volume

2016 2018 2038 KSTD D T24 (%) DHT (%) 2016 2018 2038

South of Fort Drum Service Plaza (MP 184)

32,500 33,900 45,200 10.5% 60.7% 14.0 7.0 145 151 202

Trucks (DDHV)Segment

Two-Way AADT Traffic Factors

Page 46: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Year AADT Lane Factor ESAL (1000S)

CUM-ESAL(1000S)

2018 33,900 0.763 694 6942019 34,600 0.761 706 1,4002020 35,400 0.759 721 2,1212021 35,900 0.758 730 2,8512022 36,600 0.756 743 3,5942023 37,300 0.755 755 4,3492024 37,900 0.753 766 5,1152025 38,500 0.752 777 5,8922026 39,000 0.751 786 6,6782027 39,600 0.750 797 7,4752028 40,100 0.749 806 8,2812029 40,700 0.748 816 9,0972030 41,200 0.747 825 9,9222031 41,700 0.746 834 10,7562032 42,200 0.745 843 11,5992033 42,700 0.744 852 12,4512034 43,200 0.743 861 13,3122035 43,700 0.742 869 14,1812036 44,200 0.741 878 15,0592037 44,700 0.740 887 15,9462038 45,200 0.739 896 16,842

14.0%

0.5

(1.567 - 0.0826 x Ln(One-Way AADT)-0.12368 x LV)

1.050 *Freeway - Urban - Flexible Pavement

LV = 0.000

ESAL = AADT x T24 x DF x LF x EF x 365

Opening to Mid-Design Year (2025) ESAL Accumulation: 5,198

Opening to Design Year (2032) ESAL Accumulation: 10,905

Opening to Mid-Design Year (2028) ESAL Accumulation: 7,587

Opening to Design Year (2038) ESAL Accumulation: 16,14820-year design

(Years 2018-2038)

14-year design (Years 2018-2032)

Florida's Turnpike - Ticket System

FPN 436517-1 Mainline Resurfacing from MP 153.2 to MP 169.3

Mainline - South of Fort Drum Service Plaza

Two (2) Lanes

(Daily Truck Factor) T24 =

(Directional Distribution Factor) DF =

(Lane Factor) LF =

(Load Equivalency Factor) EF* =

Page 47: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix F Cross Slope Analysis

Page 48: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 49: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 50: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 51: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 52: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 53: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 54: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 55: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 56: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 57: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 58: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 59: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 60: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 61: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 62: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 63: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 64: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 65: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 66: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 67: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 68: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 69: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 70: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 71: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 72: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 73: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 74: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 75: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 76: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 77: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 78: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.
Page 79: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix G Side Friction Factor Calculations

Page 80: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

PCM

idpo

int

PT

e(m

ax)

PCM

idpo

int

PT

e(m

ax)

PCM

idpo

int

PT

e(m

ax)

1965

+50.

00L2

0.02

80.

030

0.02

80.

032

0.01

50.

013

0.01

50.

011

1963

+50.

00L1

0.03

60.

032

0.03

10.

036

0.00

70.

011

0.01

20.

007

1965

+00.

00R1

0.02

80.

028

0.02

80.

028

0.01

50.

015

0.01

50.

015

1964

+00.

00R2

0.03

00.

028

0.02

80.

030

0.01

30.

015

0.01

50.

013

2091

+50.

00L2

0.03

70.

038

0.03

80.

039

0.02

00.

019

0.01

90.

018

2093

+50.

00L1

0.03

70.

036

0.03

70.

037

0.02

00.

021

0.02

00.

020

2102

+00.

00R1

0.03

70.

039

0.04

40.

044

0.02

00.

018

0.01

30.

013

2092

+50.

00R2

0.04

00.

043

0.03

90.

044

0.01

70.

014

0.01

80.

013

2159

+00.

00L2

0.02

80.

029

0.02

90.

032

0.01

50.

014

0.01

40.

011

2136

+00.

00L1

0.03

40.

028

0.02

80.

037

0.00

90.

015

0.01

50.

006

2169

+00.

00R1

0.03

10.

028

0.03

10.

032

0.01

10.

015

0.01

10.

011

2159

+00.

00R2

0.03

00.

028

0.02

80.

032

0.01

30.

015

0.01

50.

011

2285

+00.

00L2

0.03

70.

042

0.03

90.

044

0.02

00.

015

0.01

80.

013

2276

+00.

00L1

0.03

70.

037

0.03

70.

040

0.02

00.

020

0.02

00.

017

2299

+00.

00R1

0.03

70.

037

0.03

90.

043

0.02

00.

020

0.01

80.

014

2260

+50.

00R2

0.03

70.

037

0.03

70.

037

0.02

00.

020

0.02

00.

020

2657

+00.

00L2

0.03

70.

037

0.03

70.

037

0.02

00.

020

0.02

00.

020

2644

+50.

00L1

0.03

70.

037

0.03

70.

039

0.02

00.

020

0.02

00.

018

2642

+00.

00R1

0.03

70.

037

0.03

70.

038

0.02

00.

020

0.02

00.

019

2637

+00.

00R2

0.03

70.

041

0.03

70.

041

0.02

00.

016

0.02

00.

016

* Th

e ac

tual

PC

of th

e cu

rve

is ou

tsid

e th

e lim

its o

f thi

s pro

ject

. Th

e be

ginn

ing

of th

e pr

ojec

t was

use

d as

the

PC fo

r Cur

ve C

1.

whe

re:

f =

Side

Fric

tion

Fact

orV

= D

esig

n Sp

eed

(mph

)R

= R

adiu

s (ft.

)e

= S

uper

elev

atio

n (ft

./ft.)

at t

he st

atio

n ev

alua

ted

0.02

0

0.01

5

0.02

0

0.02

0

0.02

8

0.03

7

0.03

7

0.02

8

0.03

7

Lane

0.01

5

2080

+92.

585,

729.

5970

2134

+32.

727,

639.

4470

2283

+06.

64

2152

+94.

8321

71+5

6.93

70 705,

729.

5926

62+8

2.24

5,72

9.59

2306

+55.

46

7019

67+7

0.90

1979

+64.

417,

639.

44

The

side

frict

ion

fact

or w

as ca

lcul

ated

usin

g th

e fo

llow

ing

form

ula:

C1 C2 C4C3 C5

1962

+84.

72*

2259

+57.

81

2609

+94.

39

2092

+10.

0121

03+2

7.44

2636

+38.

32

Side

Fric

tion

Fact

or C

alcu

latio

nsTu

rnpi

ke M

ainl

ine

(SR

91) R

esur

facin

g an

d Sa

fety

Impr

ovem

ents

fr

om M

M 1

53.2

30 to

MM

169

.320

St. L

ucie

Cou

nty,

Flo

rida

FPID

Num

bers

436

517-

1-52

-01

and

4365

17-3

-52-

01Co

ntra

ct N

umbe

r C9R

86Lo

catio

nCu

rve

R

(ft.)

V

(mph

) Ex

istin

g f

Requ

ired

fPr

opos

ed e

(ft./

ft.)

Requ

ired

e (ft

./ft

.)

Page 81: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix H Crash History

Page 82: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cras

h Nu

mbe

rEv

ent C

rash

Da

te

Crsh

Loc

Fina

l MP

On

Road

way

Turn

pike

M

M

Firs

t Ha

rmfu

l Ev

ent

Code

Impa

ct

Type

Cod

e

Accid

ent

Side

Of

Road

Lane

Of

Accid

ent

Code

Road

Su

rface

Co

nditi

on

Code

Light

ing

Cond

ition

Co

de

Even

t W

eath

er

Cond

ition

Co

de

Wor

k Zo

ne

Rela

ted

Code

Firs

t Roa

d Co

nditi

on

Code

Alco

hol

Invo

lved

In

Acc

. Co

de

Veh

#1

Harm

ful

Even

t Seq

01

Cd

Veh

#1

Poin

t Of

Impa

ct

Veh

#1

Mov

emen

t Co

de

Veh

#1

Dire

ctio

n O

f Tra

vel

Veh

#1

Firs

t Dr

iver

Ac

tion

Cd

Veh

#2

Poin

t Of

Impa

ct

Veh

#2

Mov

emen

t Co

de

Veh

#2

Dire

ctio

n O

f Tra

vel

Tota

l Nu

mbe

r O

f Veh

icle

Tota

l Nu

mbe

r O

f Fat

ality

Tota

l of

Inju

ries

Num

ber

8198

4062

09/

22/2

011

14.8

6215

3.01

214

1R

21

51

11

014

11

N2

211

N3

02

8201

7267

012

/10/

2011

14.8

6215

3.01

215

2R

22

12

11

014

13

N2

81

N2

00

8209

5496

04/

17/2

014

14.9

0115

3.05

130

77M

M1

22

11

030

181

S77

1

01

8197

8432

02/

11/2

012

14.9

1515

3.06

514

4L

11

21

11

018

577

S

131

S3

01

8203

5416

03/

18/2

013

14.9

1515

3.06

55

77R

21

51

11

040

211

N1

141

N2

00

8370

6455

012

/3/2

015

14.9

1515

3.06

59

77M

M2

43

110

030

11

S29

1

00

8374

6634

03/

24/2

015

14.9

215

3.07

030

77L

12

12

11

030

117

S77

81

S3

02

8282

5746

04/

4/20

1314

.929

153.

079

2877

LS

21

21

10

281

1S

12

10

181

9829

680

3/6/

2012

14.9

3515

3.08

527

77R

S1

12

11

027

16

N77

71

N2

00

8282

5761

08/

8/20

1314

.947

153.

097

1477

R1

14

21

10

021

00

3

1N

20

283

6646

940

6/12

/201

414

.977

153.

127

2777

RS

21

31

100

272

1N

30

10

083

6646

080

1/1/

2014

14.9

9615

3.14

633

77L

S2

13

177

042

1015

S1

1

00

8198

4048

07/

24/2

011

15.0

1515

3.16

514

4L

11

11

11

014

41

S1

101

S2

00

8320

0294

04/

1/20

1515

.061

153.

211

144

R1

15

11

10

1412

1N

4

1N

20

283

6647

210

7/19

/201

515

.071

153.

221

1877

R2

15

21

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19

Exem

ptio

n fr

om F

lorid

a Pu

blic

Rec

ords

Sec

tion

119,

Flo

rida

Stat

utes

: Th

e in

form

atio

n co

ntai

ned

in th

e C

rash

Ana

lysi

s R

epor

ting

(C.A

.R.)

syst

em h

as b

een

com

pile

d fro

m in

form

atio

n co

llect

ed fo

r the

pur

pose

of i

dent

ifyin

g, e

valu

atin

g, o

r pla

nnin

g sa

fety

en

hanc

emen

ts.

This

sys

tem

and

its

prod

ucts

iden

tify

info

rmat

ion

used

for t

he p

urpo

se o

f dev

elop

ing

high

way

saf

ety

cons

truct

ion

impr

ovem

ent p

roje

cts

whi

ch m

ay b

e im

plem

ente

d ut

ilizin

g Fe

dera

l-aid

hig

hway

fund

s. S

ince

this

info

rmat

ion

is c

olle

cted

for t

he a

bove

-m

entio

ned

purp

ose

it is

exe

mpt

from

dis

clos

ure

as a

pub

lic re

cord

pur

suan

t to

Fede

ral l

aw. A

ny d

ocum

ent d

ispl

ayin

g th

is e

xem

ptio

n fro

m p

ublic

reco

rds

shal

l be

used

onl

y fo

r tho

se p

urpo

ses

deem

ed a

ppro

pria

te b

y th

e D

epar

tmen

t. Se

e Ti

tle 2

3 U

nite

d St

ates

Cod

e Se

ctio

n 40

9.

Page 83: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cras

h Nu

mbe

rEv

ent C

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te

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Loc

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l MP

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k Zo

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1

Page 84: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cras

h Nu

mbe

rEv

ent C

rash

Da

te

Crsh

Loc

Fina

l MP

On

Road

way

Turn

pike

M

M

Firs

t Ha

rmfu

l Ev

ent

Code

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ct

Type

Cod

e

Accid

ent

Side

Of

Road

Lane

Of

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ent

Code

Road

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rface

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ition

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er

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ition

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ne

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Page 85: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

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Page 86: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cras

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Page 87: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

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Page 88: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cras

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Page 89: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cras

h Nu

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Page 90: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix I Cost Estimate

Page 91: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

PAY

ITEM

NUM

BER

ITEM

DES

CRIP

TIO

NUN

ITUN

IT P

RICE

QUA

NTIT

YCO

ST11

0-1-

1CL

EARI

NG

AND

GRUB

BIN

GAC

5,25

0.00

$

1.

10

5,77

5.00

$

334-

1SU

PERP

AVE

ASPH

ALTI

C CO

NCR

ETE

TN95

.00

$

1,

925.

0

182,

875.

00$

570-

1-2

PERF

ORM

ANCE

TUR

F, S

OD

SY

2.50

$

5,34

0

13

,350

.00

$

101-

1M

OBI

LIZA

TIO

N10

2-1

MAI

NTE

NAN

CE O

F TR

AFFI

C

P.E.

C.E.

I.15

%30

,300

.00

$

Tota

l Cos

t29

2,90

0.00

$

UTIL

ITY

IMPA

CTS

10%

-$

CO

NTI

NGE

NCY

10%

20,2

00.0

0$

10%

20,2

00.0

0$

Cons

truc

tion

Cost

Est

imat

e fo

r Cro

ss S

lope

/Sup

erel

evat

ion

Corr

ectio

nTu

rnpi

ke M

ainl

ine

(SR

91) R

esur

faci

ng a

nd S

afet

y Im

prov

emen

ts

from

MM

153

.230

to M

M 1

69.3

20St

. Luc

ie C

ount

y, F

lorid

a FP

ID N

umbe

rs 4

3651

7-1-

52-0

1 an

d 43

6517

-3-5

2-01

Cont

ract

Num

ber C

9R86 Su

btot

al20

2,00

0.00

$

10%

20,2

00.0

0$

Page 92: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix J Benefit/Cost Analysis

Page 93: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Rev. 02/2014

District: County: Date Prepared: 06/02/17

Location:

Section : Beg. Milepost : 15.078 End Milepost : 31.168Rdway Type:

Control Element:

Service Life

Capital Recovery

Factor Total100 0.0408 -$ 15 0.0899 2,723.97$ 75 0.0425 -$ 20 0.0736 19,327.36$ 20 0.0736 -$ 20 0.0736 -$ 20 0.0736 -$

22,051.33$ Annual Cost = 22,051.33$

Total number of crashes = 35 28# of correctable crashes, PC = 0# of years of crash data, YD = 5

PC/YD = 0.00Crash reduction factor, CRF = 28.00%

CRF x (PC/YD) = 0.00Cost per crash, CPC = $254,951.00

Benefit = $0

BENEFIT/COST RATIO

Benefit $0.00Cost $22,051.33

Prepared by:

30,300.00$ -$

262,600.00$ -$

CMF Cleraringhouse: Resurface Pavement and Improve SE

0.00

Benefit-Cost Analysis

Turnpike 94 - St Lucie

ANNUAL COST OF IMPROVEMENTS

Cross Slope

Correction of cross slopes and superelevation rates using overbuild

RoadwayDrainage

Signal

CostTypeROW

P.E.C.E.I.Structure

Additional crash reduction factor:

Dilnahar H. Shuvo, EI

SR 91 Mainline Resurfacing and Safety Improvements in St. Lucie County

94/470/000Turnpike Rural Divided

= =

Additional crash reduction factor:

Primary crash reduction factor (%):

OtherSub-Total 292,900.00$

Page 94: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Cross Slope and Superelevation Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

Appendix K Project Schedule

Page 95: 436517-1 FINAL Design Exception - Cross Slope ... enhance safety along the project corridor, Cross Slope and Superelevation will be corrected in the areas where the rates are too flat.

Activ

ity ID

PSM

Activ

ity N

ame

Orig Dur

Rem Dur

Star

tFi

nish

Dur

atio

n %

Com

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alen

dar

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t

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17-1

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4365

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17-1

RES

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FAC

E TP

K M

AIN

LIN

E IN

ST

LUC

IE C

OU

NTY

, (M

P 15

3.23

- 16

9.32

)71

933

605

-Sep

-15

A01

-Jul

-18

53.2

7%0

0

RESU

RFAC

E TP

RESU

RFAC

E TP

K M

AIRE

SURF

ACE

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MAI

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ST.

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TY, M

P 15

3.23

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9.32

719

336

05-S

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5 A

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PE -

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PE -

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PE -

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