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2024

White Earth Nation Tribal

Transportation Safety Plan

Prepared By:

SRF CONSULTING GROUP, INC.

WHITE EARTH NATION | 35500 Eagle View Road, Ogema, MN 56569

Table of Contents

EXECUTIVE SUMMARY .......................................................................................................................................... 1

INTRODUCTION ..................................................................................................................................................... 2

OVERVIEW............................................................................................................................................................. 4

FEDERAL HIGHWAY ADMINISTRATION (FHWA) PROCESS .................................................................................... 5

DISAGGREGATED CRASH ANALYSIS ...................................................................................................................... 8

TARGET SETTING MEASURES .............................................................................................................................. 16

COMPREHENSIVE ANALYSIS OF THE ROADWAY SYSTEM ................................................................................... 22

SAFETY STRATEGY DEVELOPMENT ..................................................................................................................... 43

EQUITY ANALYSIS ................................................................................................................................................ 46

POLICIES, PROCEDURES, AND OTHER STUDIES................................................................................................... 51

PUBLIC AND STAKEHOLDER OUTREACH ............................................................................................................. 55

PEDESTRIAN SAFETY ACTION PLAN .................................................................................................................... 57

PLAN SUMMARY ................................................................................................................................................. 64

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Appendices

Appendix A – Safe Streets and Roads for All Self-Certification Eligibility Worksheet

Appendix B – White Earth Reservation Business Committee Resolution of Support

Appendix C – Systemic Analysis Data, Analysis, and Prioritization and Project Recommendations

Appendix D – Tribal Projects List and Cost Estimates

Appendix E – Systemic Safety Strategies

Appendix F – Policies and Procedures

Appendix G – Workshop Presentation

Appendix H – Project Meeting Agendas & Summaries

List of Figures

Figure 1 – Project Area Map ................................................................................................................................. 4

Figure 2 - Fatal (K) and Serious Injury (A) Crashes from 2018-2022 ..................................................................... 9

Figure 3 - White Earth Reservation Crash Data Overview - State Rual System (2017-2021) ............................. 10

Figure 4 - White Earth Reservation Crash Data Overview – County Rural System (2017-2021) ........................ 11

Figure 5 - White Earth Reservation Crash Data Overview - Township Rural System (2017-2021) ..................... 12

Figure 6 - White Earth Reservation Crash Data Overview – Tribal Rural Roadway System (2017-2021) ........... 13

Figure 7 - White Earth Reservation Crash Data Overview - Municipal Urban System (2017-2021) ................... 14

Figure 8 - Segments Analyzed ............................................................................................................................. 23

Figure 9 - Curves Analyzed .................................................................................................................................. 24

Figure 10 - Intersections Analyzed...................................................................................................................... 25

Figure 11 - High Priority Segments ..................................................................................................................... 29

Figure 12 – High Priority Curves.......................................................................................................................... 30

Figure 13 - High Priority Intersections ................................................................................................................ 31

Figure 14 – Roy Lake to Indian Health Service Clinic .......................................................................................... 34

Figure 15 - CSAH 4 Indian Health Service Clinic to Sports Complex.................................................................... 35

Figure 16 - County Road 34 (Community of White Earth) .................................................................................. 35

Figure 17 - US 59/Adams Ave/Washington Ave/Jefferson Ave (Option 2)......................................................... 36

Figure 18 - Clark Road/BIA Route 14

...................................... 37

Figure 19 - Clark Road/BIA Route 14

...................................... 37

Figure 20 - North Twin Lake Road ....................................................................................................................... 38

Figure 21 – CSAH 4 Naytahwaush ....................................................................................................................... 39

Figure 22 – Naytahwaush Sidewalks................................................................................................................... 39

Figure 23 – Naytahwaush Streetlights ................................................................................................................ 40

Figure 24 – Rice Lake Community ....................................................................................................................... 41

Figure 25 - Pine Point Community ...................................................................................................................... 41

Figure 26 – US 59/TH 113 Intersection ............................................................................................................... 42

Figure 27 - SPACE Analysis Map .......................................................................................................................... 49

Figure 28 - Principles of a Safe System Approach ............................................................................................... 51

Figure 29 – BIA Adequate Standard Characteristics for Roadways .................................................................... 54

Figure 31 – MnDOT Statewide Pedestrian Plan Priority Areas ........................................................................... 61

Figure 32 – District 4 Bicycle Investment Routes with Prioritization Scoring Results ........................................ 63

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List of Tables

Table 1 - Safety Plan Leadership & Partners ......................................................................................................... 3

Table 2 – Tribal Transportation Plan Project Management Team ........................................................................ 5

Table 3 – Tribal Transportation Plan Stakeholder Group ..................................................................................... 6

Table 4 - Crash Data Analysis Overview .............................................................................................................. 15

Table 5 - Target Setting Measures ...................................................................................................................... 17

Table 6 – Funding Opportunities, Federal .......................................................................................................... 18

Table 7 – Funding Opportunities, State .............................................................................................................. 20

Table 8 – Roadway Feature Data Collected ........................................................................................................ 26

Table 9 – Summary of Segment Risk Factors ...................................................................................................... 27

Table 10 – Summary of Curve Risk Factors ......................................................................................................... 27

Table 11 – Summary of Intersection Risk Factors ............................................................................................... 27

Table 12 – Summary of High Priority Locations .................................................................................................. 28

Table 13 - Rural Segment Project Criteria........................................................................................................... 32

Table 14 - Rural Curve Project Criteria................................................................................................................ 32

Table 15 - Rural Intersection Project Criteria ..................................................................................................... 32

Table 16 – Roadway Safety Strategy Crash Reduction Rates and Typical Installation Costs .............................. 43

Table 17 – Intersection Safety Strategy Crash Reduction Rate and Typical Installation Costs ........................... 44

Table 18 – Curve Safety Strategy Crash Reduction Rate and Typical Installation Costs ..................................... 44

Table 19 – Pedestrian and Bicycle Safety Strategy Crash Reduction Rate and Typical Installation Costs .......... 44

Table 20 – Aggregate Surface Safety Strategy Crash Reduction Rate and Typical Installation Costs ................. 45

Table 21 - Disadvantaged Population Indicators as Identified by Federal Resources ........................................ 47

Table 22 – Example of Prioritizing Projects Based on Equity .............................................................................. 48

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EXECUTIVE SUMMARY

The White Earth Tribal Transportation Safety Plan (safety plan) was prepared in coordination with the

Minnesota Department of Transportation (MnDOT) for White Earth Nation (WEN). The tribal transportation

safety planning process includes collaboration with a wide range of transportation safety stakeholders to

reduce fatal and serious injury crashes. The safety plan was developed by using both a data-driven approach

as well as communicative and interactive input approach with the community and stakeholders,

documenting at-risk locations, identifying effective and proven safety strategies, and recommending safety

implementation projects to competitively position WEN for transportation safety funds available through

State and federal government programs.

WEN previously completed a tribal transportation safety plan in 2012. Over the past decade, WEN has done

great work to address numerous safety concerns by using Tribal Transportation Program (TTP) funds as well

as other State and federal funds.

The 2024 White Earth Tribal Transportation Safety Plan includes the following core elements:

Like other transportation related plans, the 2024 safety plan’s shelf life is limited

and will need to be updated from time to time. Updates to transportation plans

are generally required as transportation networks change due to several variables.

For example, traffic conditions, crashes trends, and crash locations change over

time, requiring WEN to review the transportation network and most recent crash

data on a routine basis. The safety plan identifies approximately $50,000,000 of

safety projects throughout the White Earth Reservation allowing WEN to pursue

eligible State and federal safety funds and increases competitiveness in discretionary programs.

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INTRODUCTION

The safety plan is supported by the White Earth Reservation Tribal Council in conjunction with MnDOT. The

overarching goal and focus of the safety plan is to reduce all crashes within the Reservation boundary, to

eliminate fatal and serious injury crashes over the next 20 years. The transportation safety planning process

includes performing a comprehensive transportation system analysis and engaging the WEN community and

stakeholders. Stakeholder and community feedback is used to identify areas of safety concern within the

Reservation boundaries. By support and championship of the safety plan, WEN agrees and will commit the

necessary resources to provide a safe and reliable transportation network for all residents and non-residents

from all walks of life within the White Earth Reservation.

The road and safety analysis, public engagement, and development of strategies and projects focus on all

roadways and all users within the Reservation boundaries for this safety plan including tribal and non-tribal

drivers, pedestrians, and bicyclists who travel the roadway system. Sections of the safety plan below outline

the results of a comprehensive safety analysis that uses crash data and roadway characteristics to identify

locations of safety concern and recommends strategic safety strategies to address concerns. Additionally, the

comprehensive safety analysis uses feedback from stakeholders and community members to identify further

locations of safety concern based on local knowledge.

Through safety plan development, the following tasks were completed:

System review of all road segments, intersections and curves within in the Reservation

Review of crash data on state/federal, county, tribal and township roadways

Summary of focus areas that incorporate priority crash types and other supporting information

List of approved strategic safety treatments to address focus areas

Prioritized list of safety concern locations that includes highest at-risk locations (data driven and

stakeholder/community input)

 Prioritized list of safety projects using specific safety treatments to address specific safety concerns

that can be used to pursue State and federal safety funds

WHITE EARTH NATION – UTILIZATION OF PLAN

White Earth Nation will utilize this report as a starting point for specific safety improvements throughout the

Reservation-wide roadway system and multimodal transportation network. Aside from State and federal

programs WEN is currently familiar with, the tribal transportation safety plan will also help WEN apply for the

Safe Streets and Roads for All (SS4A) Grant Program, to bolster securance of Federal funding for continued

improvements throughout the Reservation-wide transportation system. The SS4A Self-Certification

Worksheet can be found in Appendix A.

BY THE YEAR 2043 WHITE EARTH NATION’S GOAL IS TO ACHIEVE ZERO ROADWAY

FATALITIES AND SERIOUS INJURIES,

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The next critical action step for WEN and the 2024 safety plan, is to identify and prioritize suggested

improvements. Improvements found herein will supplement White Earth’s Tribal Transportation

Improvement Program (TTIP), either being added to the existing list of projects or as new safety projects.

SAFETY PLAN TARGETS

As part of successful transportation safety planning, a method to measure progress over time is critical. WEN

should ensure ongoing transparency with residents and stakeholders by providing annual reporting available

and accessible to the public, including posting the safety plan online. Specific goals and performance targets

will prepare WEN to reach their goals, to reduce crashes and eliminate fatal and serious injury crashes over

time. Specific targets can be found in the TARGET SETTING MEASURES Chapter below.

The safety plan provides WEN staff with a list of prioritized locations that have known safety issues and

specific guidance on safety strategies to implement. WEN’s goal of reducing all crashes and eliminating fatal

and serious injury crashes on all roads is achievable through the safety plan by working in cooperation with

those involved closely in the safety plan’s development:

SAFETY PLAN CHAMPION

The WEN Tribal Transportation Program (TTP) Director is assigned the Safety Plan Champion and is

responsible for implementing the White Earth Tribal Transportation Safety Plan. Also responsible for

overseeing the tribe’s Long Range Transportation Plan and Tribal Transportation Improvement Plan, the

director will ensure safety project funding is allocated on an annual basis and projects are designed and

constructed.

White Earth Public Works Division Staff:

•

Director

•

Assistant Director

•

Program Support Staff

In addition to WEN TTP program, Table 1 lists the Safety Plan Leadership and Partner Agencies.

Table 1 - Safety Plan Leadership & Partners

Safety Plan Leadership

Safety Plan Partners

White Earth Tribal Council

Minnesota Department of Transportation (MnDOT)

White Earth Public Works Division

Mahnomen County

White Earth Public Safety Division

Federal Highway Administration Office of Tribal

Transportation (FHWA OTT)

Circle of Life Academy

Headwaters Regional Development Commission (HRDC)

Naytahwaush Community Charter School

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OVERVIEW

White Earth Nation is in northwestern Minnesota, where farmland of the Red River Valley transitions to the

forest and hills of Minnesota Lake Country. The White Earth Reservation includes all of Mahnomen County,

plus portions of Becker and Clearwater counties. Made up of 837,268 acres (1,300 square miles) and a

population of 9,726 (2020), the Reservation is home to several tribal and non-tribal communities, including:

TRIBAL COMMUNITIES

•

•

•

•

•

NON-TRIBAL COMMUNITIES

White Earth

Naytahwaush

Elbow Lake

Pine Point

Rice Lake

•

•

•

•

•

Mahnomen

Waubun

Ogema

Callaway

Bejou

Figure 1 – Project Area Map

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FEDERAL HIGHWAY ADMINISTRATION (FHWA) PROCESS

Development of the tribal transportation safety plan follows FHWA’s six-step approach and is supported by

MnDOT to proactively address safety concerns based on crash data and feedback received by the Project

Management Team (PMT), stakeholders, and community feedback. The unique addition of PMT, stakeholder

and community feedback in identifying safety concern areas is necessary to supplement limited data for

tribal roadways. The PMT, with assistance from FHWA OTT, has developed a comprehensive list of safety

concerns and strategies to improve the Reservation-wide multimodal transportation network.

ESTABLISH LEADERSHIP

A Safety Plan Champion will advocate for the development, implementation, and routine evaluation of the

safety plan. The WEN TTP Director has been identified as the Safety Plan Champion and will be assisted by

TTP support staff. The TTP Director and support staff have the tools (safety plan) and a clear understanding of

the importance of implementing specific safety strategies and treatments across the Reservation.

Convene a Project Management Team (PMT)

Through development of the safety plan, key transportation professionals have been assembled to form the

foundation of the PMT and stakeholders. The PMT is responsible for developing the basis of the safety plan.

The stakeholder group provides valuable feedback during the working group session and helps identify and

prioritize locations and treatments. The gathering of multiple agencies or individuals to discuss

transportation safety within the Reservation helps strengthen the relationships between the

agencies/individuals and strengthens implementation efforts to improve the transportation network. Table 2

lists the PMT members and Table 3 lists the Project Stakeholders.

Table 2 – Tribal Transportation Plan Project Management Team

Agency/Organization

Representative

WEN TTP Director

Michael Bowman

WEN TTP Assistant Director

Matt Smith

WEN Public Safety Coordinator

Sierra Weaver

MnDOT – District 4

Nathan Bausman

Mahnomen County Engineer

Jon Large

Federal Highway Administration – Office of Tribal

Transportation (FHWA – OTT)

Chris Kwilinski

Headwaters Regional Development Commission (HRDC)

Tony Klaes

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Table 3 – Tribal Transportation Plan Stakeholder Group

Agency/Organization

Representative

WEN TTP Director

Michael Bowman

WEN TTP Assistant Director

Matt Smith

WEN Public Safety Director

Merlin Deegan

WEN Public Safety Coordinator

Sierra Weaver

WEN Emergency Management Coordinator

Ed Snetsinger

MnDOT – District 4

Nathan Bausman

MnDOT – District 4 Planning Director

Mary Safgren

MnDOT – District 4 Principal Planner

Rosemary Bruce-White

MnDOT – TZD Coordinator

Kathy Kressin

Mahnomen County Engineer

Jon Large

Mahnomen Volunteer Fire Department

Adam Woltjer

City of Mahnomen Administrator

Taylor Gunther

FHWA – OTT

Chris Kwilinski

HRDC

Tony Klaers

CHS Inc.

James Hardy

Program Coordination and Sustainability

Communication amongst the PMT and Stakeholder Group is critical for the safety plan. Creating a

collaborative team that shares a unified goal to improve the safety of the Reservation-wide multimodal

transportation network allows information and insight to be shared effectively. Continuous coordination

efforts and a willingness to engage the WEN community to gather feedback, allows community members to

have their voices heard, and know that they contributed to the development and future safety improvements

to the roadway network.

Develop a Vision, Mission Statement, and Goals

Collaborative development of goals allows WEN, MnDOT, and Mahnomen County to forward the common

goal of improving safety of the transportation network. Reducing crashes and eliminating fatalities along the

Reservation-wide transportation network is a goal each agency supports and strives to meet.

Gain Leadership Support

Development of the safety plan has support from WEN and MnDOT as both entities have dedicated time and

effort in the process by attending PMT meetings, stakeholder group meetings, and public outreach efforts.

MnDOT also provided financial support for the project. In addition to the level of effort provided by each

entity, WEN and MnDOT offered the following items of support.

o

o

WEN Resolution of Support

MnDOT Letter of Support

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ANALYZE SAFETY DATA

First, SRF Consulting Group worked with WEN and MnDOT staff to assemble a roadway network in

Geographic Information System (GIS) application or map analysis tool. Crash data is provided by DPS

MNCRASH System. The crash data includes state, county, and tribal network crashes or all the crashes in the

White Earth Reservation boundary. The roadway and crash data assembled through this process is used to

analyze and identify intersections, segments, and curves in the safety plan. The safety analysis covers

approximately 1,600 miles of tribal, state, county, and municipal roadways.

The core components of the comprehensive safety analysis found in the safety plan include:

•

•

•

•

Data Analysis with Crash Data

Data Analysis with Other Safety Data (weather, time, season, age, etc.)

Review of Crash Modification Factors (CMF) via the CMF Clearinghouse web-based database

Law enforcement records (state/tribal/local crash reporting databases)

DETERMINE FOCUS AREAS

The safety plan identifies a list of focus areas or areas that are important for roadway safety within the White

Earth Reservation. Focus areas are crash themes that include the roadway characteristics and/or crash

attributes contributing to the majority of fatal and serious injury crashes. Development of focus areas

includes a systemic risk assessment using factors such as high crash locations. This traditional quantitative

method is effective for transportation safety planning on state roadway systems but can be a barrier to local

system participation because there are typically few to no locations that meet the state criteria for

designation as “high crash” locations on the local system. Because of this barrier, non-traditional qualitative

information from the PMT, stakeholder, and community helps determine focus areas through robust

community engagement and feedback. The development of focus areas for this plan follows the model of the

Minnesota Strategic Highway Safety Plan (SHSP) which blended crash data analysis with input from

stakeholders as part of an extensive group of public and project outreach.

IDENTIFY STRATEGIES

A list of proven strategies is developed to proactively address risk factors identified through the systemic

roadway analysis, crash analysis, and identification of focus areas. Although some strategies are unfeasible,

the full range of options is included. Review of agency partnership is also important, as many roadways

within the White Earth Reservation are non-tribal however, WEN maintains an interest by placing some nontribal projects into the Tribal Transportation Improvement Plan (TTIP).

Each strategy and treatment identified in this plan is proven effective to address the risk factors identified.

The CMF Clearing house database is used to assess key crash data trends such as lane departure and

intersection crashes that represent the predominant type of crashes on the state and county system within

the Reservation boundaries.

PRIORITIZE AND INCORPORATE STRATEGIES

Once all locations are assessed for risk factors and consideration of PMT, stakeholder, and community input,

the segments, curves, and intersections are sorted and prioritized. Risk factors are prioritized by check marks.

PMT, stakeholder, and community feedback locations and strategies are prioritized by WEN TTP staff. High

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priority locations by risk factor include the top three check rankings of each category. Emphasis is given to

rural areas with higher speed limits because this is where the majority of severe crashes occur.

Evaluate and Update the LRSP

Successful safety plans monitor implementation progress. This helps provide accountability to the Plan

Champion and keep stakeholders informed. This plan has been developed to ensure meetings are scheduled

and implementation strategies and treatments are being followed through with. As safety strategies are

implemented at specific locations, the opportunity for WEN to re-prioritize its list of focus areas and

strategies can be updated.

DISAGGREGATED CRASH ANALYSIS

The disaggregated crash analysis for the safety plan is comprised of a crash data set consisting of five years

(2017-2021) of crash records occurring within the White Earth Reservation boundary. The data set includes

335 crashes that occurred within the Reservation on the transportation system.

OVERVIEW

Detailed analysis of the data is important in identifying the root cause issues of fatal (K) and serious injury (A)

crashes. The analyzed crash data is mapped to determine specific locations of occurrence on the Reservationwide roadway system. Figure 2 illustrates the location of the severe (K + A) crashes that have occurred within

the White Earth Reservation roadway network from 2018-2022. After mapping the data, a more detailed and

deeper analysis identifies the factors contributing to each crash. The crash tree diagram illustrated in

Figure 3 – 7 distinguishes crashes by roadway characteristics for all crashes that occurred on the Reservationwide roadway system between 2017-2021. Table 4 includes crash information by the Strategic Highway

Safety Plan focus area. The following lists findings from the detailed crash analysis and crash tree diagram:

•

•

•

•

•

16% of all crashes on State Rural Roadways from 2017-2021 were severe

100% of severe crashes occurring on the County Road System were rural

95% of severe crashes occurring the State Highway System were rural

9% of severe crashes on the local system occurred on the Tribal Roadway System

1% of severe crashes occurred on the Urban Municipal Roadway System

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Figure 2 - Fatal (K) and Serious Injury (A) Crashes from 2018-2022

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Figure 3 - White Earth Reservation Crash Data Overview - State Rual System (2017-2021)

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Figure 4 - White Earth Reservation Crash Data Overview – County Rural System (2017-2021)

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Figure 5 - White Earth Reservation Crash Data Overview - Township Rural System (2017-2021)

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Figure 6 - White Earth Reservation Crash Data Overview – Tribal Rural Roadway System (2017-2021)

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Figure 7 - White Earth Reservation Crash Data Overview - Municipal Urban System (2017-2021)

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Table 4 - Crash Data Analysis Overview

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TARGET SETTING MEASURES

REDUCE FATAL/SERIOUS INJURY CRASHES

White Earth Nation is serious about reducing crashes and eliminating fatal and serious injury crashes

Reducing crashes and eliminating fatal and serious injury crashes is a priority of White Earth nation and a

formal resolution of support for the safety plan and goals was passed and can found in Appendix B thereof:

The White Earth Reservation Business Committee is the duly elected governing body of the White

Earth Reservation pursuant to Article VI, Section 1, of the revised constitution of the Minnesota

Chippewa Tribe, as amended, and organized under Section 16, of the Act of June 18, 1934 (48 Stat.

984), and the White Earth Reservation Business Committee is the duly authorized governing body of

the White Earth Band, and the White Earth Department of Transportation is collectively working with

the Minnesota Department of Transportation (District 4) to prepare a transportation safety plan

(White Earth Tribal Transportation Safety Plan) to address safety concerns throughout the

Reservation…

The White Earth Reservation Business Committee hereby supports the development of the White

Earth Tribal Transportation Safety Plan to identify specific safety strategies for at-risk transportation

system locations with the goal of eliminating fatal and serious crashes within the boundaries of WEN

by the year 2043. (WEN Letter of Support)

The goal of the safety plan is to eliminate fatal and serious injury crashes and reduce all crashes within the

boundaries of WEN. The safety plan will lead WEN toward that goal through comprehensive analysis of the

existing roadway system, crash data analysis, developing target setting measures, developing specific safety

strategies unique to WEN, identifying funding sources, performing policy and procedure review, hosting

stakeholder and public outreach events, developing a pedestrian safety action component, and documenting

all results of the White Earth Tribal Transportation Safety Plan final report. This safety plan uses a risk-based

approach, prior crash data, and stakeholder/public outreach efforts to identify low, moderate, and high-cost

safety projects for specific at-risk road segments, curves and intersections.

By the year 2043, WEN’s goal is to eliminate fatal and serious injury crashes on roadways Reservation-wide.

WEN will apply for a minimum of $100,00 or five (5) projects annually for safety projects grant opportunities

to reduce fatal and serious injury crashes. WEN will implement at least three (3) safety strategies specific to

lane departure crashes with a goal to reduce these crashes by 50% for the year 2033. WEN will implement at

least one (1) safety strategy to reduce fatal and serious injury non-motorist crashes with a goal to reduce

these crashes by 50% by the year 2033. WEN will program funds in the Tribal Transportation Improvement

Program (TTIP) for safety specific projects with a goal to reduce fatal and serious crashes by 50% by the year

2033. Completion of the safety plan will include all criteria required to pursue federal transportation funds,

specifically Federal Highway Administration’s Safe Streets and Roadways for All (SS4A) Grant Program.

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Table 5 outlines specific goals and performance targets established by WEN to track progress.

Table 5 - Target Setting Measures

Goal

Target

Timeframe

Successfully forward the overarching

goal of the safety plan

Eliminate fatal and serious injury

crashes on roadways Reservation-wide

2043

Pursue transportation safety grant

opportunities for funding

Submit for a minimum of $100,000 or

5 applications

Annually

Implement at least 3 safety strategies

related to lane departure crashes

Reduce fatal and serious injury lane

departure crashes by 50%

2033

Implement at least 1 safety strategy

related to non-motorist crashes

Reduce fatal and serious injury nonmotorist crashes by 50%

2033

PURSUE FUNDING/IDENTIFY PROJECTS

Funding pursuit is a critical component and outcome of the safety plan and is required to implement the

suggested projects and forward WEN goals found herein. WEN will use the safety plan to pursue funding

programs and to implement safety improvements throughout the Reservation-wide roadway system.

Documenting and analyzing crashes, identifying locations where safety issues exist, and identifying safety

strategies to address concerns, allows WEN opportunities to submit federal and/or State program funding

applications. Table 6 includes a list of federal funding sources and Table 7 include a list of state funding

sources, both formula and discretionary (competitive), available to WEN to address transportation safety

issues and fund safety improvements.

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Table 6 – Funding Opportunities, Federal

Federal Highway (FHWA) and Bridge Programs: Tribal Eligibility for through Federal Funding Sources

Program

Funding

Tribal Transportation Program (TTP)

New

Program

Formula or

Competitive

Purpose

$3.01B

F

Provide safe and adequate transportation and public road access.

Tribal Transportation Priority Projects

Program

$45M

C

Funding for those whose annual allocation of funding received under the

TTP is insufficient to complete the highest priority project.

Tribal Transportation Facility Bridge

Program / Bridge Formula Program (BFP)

Tribal Bridge Set-aside

$825M

C

Replace, rehabilitate preserve, protect, and construct new bridges.

Tribal Transportation Facility Bridge

Program / Bridge Investment Program

(BIP) Tribal Bridge Set-aside

$200M

C

Replace, rehabilitate, preserve, protect, and construct new bridges.

Tribal Transportation Program Safety Fund

(TTPSF)

$121M

C

Prevent and reduce transportation-related injuries and fatalities on

Tribal Lands.

Accelerated Innovation Deployment (AID)

Demonstration

$10M

C

Provide funding as an incentive to accelerate the deployment and

adoption of proven innovative practices and technologies.

Flexible and in some instances 20% match required. TTP funds can be

used for the match.

20% Match required – TTP funds can be used for match.

Active Transportation Infrastructure

Investment Program (ATIIP)

$200M

Bridge Formula Program (BFP)

$27.5B

New

C

Supports active transportation networks and spines such as safe bike

paths and walking trails

F

Fund the replacement, rehabilitation, preservation, and construction of

highway bridges.

20% match required.

Bridge Investment Program (BIP)

$12.5B

Charging and Fueling Infrastructure

$2.5B

New

Highway Safety Improvement Program

(HSIP)

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C

Fund the planning and improvement of bridge condition, safety,

efficiency, and reliability.

C

Support deployment of EV charging infrastructure and hydrogen,

propane, and natural gas fueling infrastructure.

F

Reduce traffic fatalities and serious injuries on all public roads.

Match is flexible but generally 20%. TTP funds can be used as a match.

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Federal Highway (FHWA) and Bridge Programs: Tribal Eligibility for through Federal Funding Sources

Program

Funding

Infrastructure for Rebuilding American

(INFRA) (Nationally Significant Freight and

Highway Projects)

$7.25B

New

Program

Formula or

Competitive

Purpose

C

Advance multimodal freight and highway projects of national or regional

significance that improve the safety, efficiency, and reliability of the

system.

20% match required. TTP funds may be used as a match.

Local and Regional Project Assistance

(RAISE)

$8.275B

National Infrastructure Project Assistance

“Mega-Projects”

$5B

New

C

Fund transportation infrastructure projects with significant local or

regional impact.

C

Support multijurisdictional or regional projects of significance that may

also cut across multiple modes of transportation.

20% match required. TTP funds can be used for the match.

National Scenic Byways

$22M

C

Fund improvements that merit national recognition for outstanding

scenic, historic, cultural, natural recreational and archeological qualities.

20% match required. TTP funds can be used for the match.

Nationally Significant Federal Lands and

Tribal Projects Program (NSFLTP)

$275M

Promoting Resilient Operations for

Transformative, Efficient, and Cost-Saving

Transportation (PROTECT)

$1.4B

Reconnecting Communities Pilot

$1B

New

C

Address significant challenges across the nation for transportation facilities

that serve Federal and tribal lands.

C

Support resilience improvements.

20% match (can be flexible) is required. TTP funds can be used for the

match.

New

C

Restore community connectivity by removing highways that create

barriers.

20% match required. TTP funds can be used for the match.

Rural Surface Transportation Grants

$2B

New

C

Improve and expand surface transportation infrastructure in rural areas.

20% match (flexible) required. TTP funds can be used for the march.

Safe Streets and Roads for All (SS4A)

$5B

New

C

Support local safety initiatives to prevent transportation related deaths

and serious injuries.

20% match required.

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Federal Highway (FHWA) and Bridge Programs: Tribal Eligibility for through Federal Funding Sources

Program

Funding

Strengthening Mobility and Revolutionizing

Transportation (SMART) Grant Program

Transportation Alternatives

New

Program

Formula or

Competitive

Purpose

$500M

C

C Fund demonstration projects focused on advanced smart city or

community technologies and systems to improve transportation efficiency

and safety.

$7.2B

C

Fund a variety of generally smaller-scale transportation projects.

20% match (flexible) required. TTP funds can be used for the match.

Wildlife Crossing Pilot Program

$350M

New

C

Reduce the number of wildlife-vehicle collisions and improve habitat

connectivity.

20% match required. TTP funds can be used for the match.

Source: https://highways.dot.gov/sites/fhwa.dot.gov/files/docs/federal-lands/programs-tribal/36311/transportation_funding_opportunities_for_tribal_nations_1.pdf

Table 7 – Funding Opportunities, State

MnDOT Highway Safety Programs: Tribal Eligibility through MnDOT Funding Sources

Program

Funding

Transportation Alternatives Program

$12.5M

New

Program

Formula or

Competitive

Purpose

C

Competitive grant for local communities and regional agencies to fund

projects for pedestrian and bicycle facilities, historic preservation, SRTS

and more.

C

Grants and technical assistance to make walking, biking and rolling

better. Program aims to increase the number of people walking and

biking to destinations.

($1.12M in

NW MN)

Active Transportation

$13.2M

Regional Trail Program

Grants to local units of government to promote development of

regionally significant trails out the seven-county metro area.

Local Trail Connections

Promote relatively short trail connections between where people live and

desirable locations, not to develop significant new trails.

Greater MN Parks & Trails Legacy Fund

Funding for parks and trails of regional significance outside the seven

county metro area.

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MnDOT Highway Safety Programs: Tribal Eligibility through MnDOT Funding Sources

Program

Funding

New

Program

Formula or

Competitive

Purpose

Local Road Improvement Program

$1.5M

New

C

Provides funding for capital construction costs only – LRIP funds cannot

be used for engineering, right of way, or other non-construction related

costs

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COMPREHENSIVE ANALYSIS OF THE ROADWAY SYSTEM

SYSTEMIC SAFETY ANALYSIS

The systemic safety approach looks at safety concerns proactively, by seeking out locations that are

considered to be at risk not only based on historical crash data, but also by roadway characteristics known to

make roads more dangerous. A proactive systemic approach is used to identify risk and assign safety

strategies to all rural roadways and intersections across the White Earth Reservation to address safety

concerns before a crash occurs.

FHWA describes systemic analysis as, “using crash and roadway data in combination to identify high-risk

roadway features that correlate with particular crash types. Agencies have traditionally relied on crash

history data to identify ‘hot spots,’ or sites with high crash frequency. However, severe crashes are widely

dispersed over road networks, and their location and frequency fluctuate over time. Systemic analysis

identifies locations that are at risk for severe crashes, even if there is not a high crash frequency. Practitioners

can then apply low-cost countermeasures to those locations. The benefit is wider, but more targeted, safety

investment.”

Data Collection

SRF worked with White Earth Public Works and MnDOT staff to assemble base roadway network data in a

Geographic Information Systems (GIS) application (mapping). This data is used to identify the roadway’s

network elements including intersections, segments, and curves.

A GIS database tracks all roadway features and crash data for each roadway. Each county trunk highway

network element analyzed was included in the GIS database. Maps documenting the roadway network

analyzed for segments, curves, and intersections is included in Figure 8 through Figure 10.

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Figure 8 - Segments Analyzed

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Figure 9 - Curves Analyzed

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Figure 10 - Intersections Analyzed

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Roadway Feature Data Collected

Understanding the roadway characteristics helps in identifying high priority locations on the transportation

system. Roadway feature data and traffic volumes are collected and documented in GIS for all roadway

segments, intersections, and curves. This data is collected through a number of resources starting with data

available from MnDOT as well as aerial and street level photography. Table 8 provides a list of roadway

feature data collected for each rural paved network segment, curve, and intersection.

Table 8 – Roadway Feature Data Collected

Segments

Curves

Intersections

AADT

AADT

Area Type

Length

Length

Configuration

Area Type

Radius

Design

Number of Lanes

Area Type

Traffic Control

Roadway Design

Roadway Design

Skew

Roadway Surface Type

Surface Type

Lighting

Median Type

Lane Width

Speed Limit

Median Width

Shoulder Type

AADT

Lane Width

Striping

Adjacent Curve

Striping

Rumbles

Adjacent Trip Generator

Shoulder Type

Edge Risk

Railroad Crossings

Rumbles

Sign Inventory

Previous Stop

Access

Adjacent Intersection

Crashes

Edge Risk

Visual Trap

AADT Cross Product

Curve Density

Isolated Curve

Median Type

Crashes

Crashes

Roadway Network Analysis

Analyzing the roadway network to determine which locations contain roadway features that are considered

“at-risk”, requires data for a much larger geographical area to review and compare to roadways within the

White Earth Reservation. Reviewing and comparing data locally versus a larger geographic area increases the

statistical reliability that findings from local data are significant and not an anomaly. An outcome of this

review and comparison is the identification of an initial set of risk factors. A risk factor is a roadway feature

that is present at numerous locations that have experienced a severe (fatal and serious injury) crash.

Using a large data set, a comparison of roadway features to severe crashes was made to identify locations

that are at-risk. Since a database with roadway features and severe crash data is not available for the

counties directly surrounding White Earth Nation, data was used from other counties in Minnesota. Roadway

and crash data has been collected for many county roads throughout the state. This data was used to

compare to White Earth Nation data and identify the risk factors to use for location prioritization. Analysis of

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this larger geographic area includes reviewing locations with severe crashes and identifying roadway and

traffic characteristics common at these locations.

Risk Factors

Using the risk factors shown in Table 9 through Table 11, all roadway segments, intersections, and curves in

White Earth Nation are reviewed to determine which locations have the identified risk factors present. Each

location is assessed using a “check” ranking system, assigning a check for each risk factor that is present. The

more checks given to a location, the more at-risk the location is to experience a severe crash.

Table 9 – Summary of Segment Risk Factors

Risk Factor

Value/Range

ADT Range

ADT between 500 and 2,000 vpd

Access Density

Seven access points per mile or greater

Lane Departure Crash Density

Greater than 0.05 crashes per year

Critical Radius Curve Density

Greater than 0.6 curves per mile

Edge Risk Assessment

Edge Risk assessment of 2C, 2S, or 3

Shoulder Width

Shoulder width less than four feet

Table 10 – Summary of Curve Risk Factors

Risk Factor

Value/Range

Critical Radius

Radius between 500 and 1,400 feet

Shoulder Type

Gravel/Grass

ADT

ADT greater than 1,000 vpd

Adjacent Intersection

Present

Visual Trap

Present

Edge Risk

Edge Risk assessment of 2C, 2S, or 3

Table 11 – Summary of Intersection Risk Factors

Risk Factor

Value/Range

Cross Product

Greater than 1,000,000

Alignment Skew

Greater than 10 degrees

Adjacent Curve

Present

Adjacent Trip Generator

Present

Railroad Crossing

Present

Previous Stop

Greater than five miles

Total Severe Crashes

Greater than zero

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Prioritization

Once all locations are assessed for risk factors, the segments, curves, and intersections are sorted and

prioritized by check ranking. Locations with more checks are a higher priority. High priority locations include

the top three check rankings of each network element category. Emphasis is given to rural areas with higher

speed limits since this is where the majority of severe crashes occur.

A summary of high priority locations is shown in Table 12. Maps of the high priority roadway segments,

curves, and intersections are shown in Figure 11 through Figure 12.

Table 12 – Summary of High Priority Locations

State Highways

County Highways

Total

Segments

14

38

52

Curves

107

149

256

Intersections

19

33

46

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Figure 11 - High Priority Segments

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Figure 12 – High Priority Curves

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Figure 13 - High Priority Intersections

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Project Assignment

Projects are assigned using the list of prioritized locations and selected preferred safety strategies that are

the “best fit” for a particular location based on the existing roadway features. Average daily traffic (ADT) is

the primary factor in the segment and intersection project decision trees. The primary factors in the curve

project decision tree are curve radius and the presence of a visual trap. The rural safety strategy criteria are

shown in Table 13 through Table 15.

Table 13 - Rural Segment Project Criteria

Criteria

Clear Zone Maintenance

Edge Risk is 2C or 3

Enhanced Edgeline

AADT is less than 500

Shoulder Rumble Strips

AADT is greater than 500

Shoulder Paving (2 feet)

Existing Shoulder is not Paved and AADT is greater than 500

Safety Edge

Existing Shoulder is not Paved and AADT is greater than 500

Centerline Rumble

AADT is greater than 1,700

Table 14 - Rural Curve Project Criteria

Criteria

Clear Zone Maintenance

Edge Risk is 3

Install/Upgrade Chevrons

All High Priority Curves

Shoulder Paving

Existing Shoulder is not Paved and AADT is greater than 500

Shoulder Rumble Strips

If Radius is 500-3,000 Feet

Advance Warning Sign

If Radius is 500-3,000 Feet

Table 15 - Rural Intersection Project Criteria

Criteria

Roundabout

Cross Product is Greater than 2,000,000

Convert to All Way Stop

If Major AADT is less than 10,000 and Minor AADT is greater than 2,000 and

Minor AADT is at least 40% of Major AADT

Install Streetlights

If Minor AADT is greater than 200

Upgrade Signs and Markings

All High Priority Intersections

Reconstruct to Single T

If current configuration is “TT”

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Transportation safety professionals recommended to not place all safety enhancements at one location – it

has been proven that the right safety strategy at the right location (right fit) is the most effective way to

enhance safety. Installing all safety strategies at one location can be distracting and actually has the opposite

effect on the overall effectiveness of the safety features implemented. Multiple strategies can be beneficial

but should be reviewed with engineering judgment.

Recommended Projects

Potential safety mitigation projects for high priority roadway segments, curves, and intersections are

included in Appendix C.

Potential roadway safety mitigation projects are determined based on data available for the analysis. High

priority locations have a higher risk for crashes due to site-specific conditions, and therefore make up the

highest check rankings of each category. The final decision for implementing each recommended project is

determined by local agencies due to their local knowledge of their roadway network. For example, if edgeline

rumble strips are suggested in an area with a home or residence nearby, the local agency can decide to install

sinusoidal strips (mumble strips) instead to reduce noise impacts associated with said infrastructure.

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TRIBAL TARGETED STRATEGIES

A list of tribal targeted locations with strategies/treatments is identified below. Improvements identified are

solely for the purpose of identifying possible safety treatments/strategies to address each focus area. A full

environmental evaluation process will need to be completed prior to selection of a preferred build

alternative.

Tribal Roadway Projects

Roy Lake to Indian Health Service Clinic – Lighted Shared Use Path

(Mahnomen County)

Figure 14 – Roy Lake to Indian Health Service Clinic

MnDOT completed construction of a shoulder widening,

grade-raise, roadway realignment, and separated

pedestrian sidewalk project along TH 200 from

approximately one mile east of the City of Mahnomen

to the Mahnomen/Clearwater County line. The

separated pedestrian sidewalk was constructed along

the north edge of Roy Lake and connected Roy Lake

Park to the local C-store approximately one mile to the

east.

This project would extend the existing separated

pedestrian sidewalk from Roy Lake Park west along TH

200 approximately three miles to the intersection of

CSAH 4. The separated pedestrian pathway proceed south along CSAH 4 for approximately 2.7 miles and

connect with the Indian Health Service Clinic.

Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: Pedestrian pathway from Roy Lake Park (TH 200) to

intersection of TH 200/CSAH 4 then south along CSAH 4 to Indian Health Service Clinic

Intersection Strategies: Intersection lighting

Other – N/A

Location Identified by: WEN TTP Staff, Community/Working Group Input

Grant Opportunities: Active Transportation (AT), Transportation Alternative (TA), Tribal Transportation

Program Safety Fund (TTPSF), Safe Streets and Roads for All (SS4A)

Planning Level Project Cost Estimate: $5,925,000

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CSAH 4 Indian Health Center Clinic (Mahnomen County)

CSAH 4 Lighted Pedestrian Pathway is a one-mile pathway in Mahnomen

County running adjacent to CSAH 4 north of the community of

Naytahwaush. The pathway provides a separated pedestrian facility

connection between two (2) essential community facilities, the

Government Work Force Center (sports complex) and the recently

constructed Indian Health Center Clinic.

Figure 15 - CSAH 4 Indian Health Service

Clinic to Sports Complex

Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: Lighted pedestrian

pathway from Work Force Center (Sports Complex) to new Indian

Health Service Clinic

Intersection Strategies: N/A

Other – N/A

Location Identified by: WEN TTP Staff, Community/Working Group Input

Grant Opportunities: Active Transportation (AT), Transportation Alternative (TA), Tribal Transportation

Program Safety Fund (TTPSF), Safe Streets and Roads for All (SS4A)

Planning Level Project Cost Estimate: $1,302,045 (2027 Construction)

County Road 34 White Earth

(Becker County)

Figure 16 - County Road 34 (Community of White Earth)

Co Rd 34 is in Becker County and runs through the

community of White Earth. The Co Rd 34 Lighted

Pedestrian Path0.8-mile 0.8-mile pathway that runs

adjacent to Co Rd 34 and connects residential

development on the eastern edge of the community

to the intersection of Co Rd 34 and Co Rd 21. This

project is identified by the White Earth Tribal

Transportation Program as a priority project due to

the number of pedestrians who walk along Co Rd 34

to/from the community of White Earth.

Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: Lighted pedestrian pathway from residential development on

eastern edge of the community to the intersection of Co Rd 34 and Co Rd 21.

Intersection Strategies: Crosswalk striping

Other – N/A

Location Identified by: WEN TTP Staff, Community/Working Group Input, Systemic Risk Assessment

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Grant Opportunities: Active Transportation (AT), Transportation Alternative (TA), Tribal Transportation

Program Safety Fund (TTPSF)

Planning Level Project Cost Estimate: $2,054,000

US 59/Adams Ave/Washington Ave/

Jefferson Ave (Mahnomen County)

Figure 17 - US 59/Adams Ave/Washington

Ave/Jefferson Ave (Option 2)

Adams, Washington, and Jefferson Avenues all intersect US

59 within the City of Mahnomen. Adams Ave is near the

White Earth Tribal Community College and connects tribal

housing with the City of Mahnomen. US 59 and the

Canadian Pacific railroad are obstacles to pedestrians and

bicyclists who want to cross into the city.

Washington Ave is located one block north of Adams Ave

and provides a designated at-grade crossing from US 59 into

the City of Mahnomen. It is the closest designated crossing

to Adams Ave.

Jefferson Ave is near the Shooting Star Casino and White Earth Reservation Boys and Girls Club, and

experiences high pedestrian usage. The intersection of US 59 and Jefferson Ave is skewed, making it difficult

for drivers to identify pedestrians in addition to on-coming traffic.

Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies:

o Option 1 - Traffic Calming Measure (rectangular rapid flashing beacon, signing/marking

treatments to slow traffic, sidewalk on east side of TH 59, sidewalk along Adams Ave

o Option 2 Lighted Shared Use Path from Intersection of Washington Ave/US 59 east to College

Drive near Mahnomen Head Start/Tribal College

Intersection Strategies: Roundabout at Adams Ave/US 59, Roundabout at Jefferson Ave/US 59

Other – N/A

Location Identified by: WEN TTP Staff, Community / Working Group Feedback, WEN LRTP, US 59

Pedestrian Study, Systemic Risk Assessment

Grant Opportunities: HSIP, TTPSF, TA, AT

Planning Level Project Cost Estimate: $8,650,500

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Strawberry Lake Road/BIA Route 23 (Becker County)

Strawberry Lake Road is a 4.8-mile roadway in Becker County and serves

as access to residential development along the eastern edge of

Strawberry Lake. The southern half of the roadway includes multiple

curves with limited signage. This project is identified by the White Earth

Tribal Transportation Program as a priority project because of limited

signage approaching and throughout curves.

Figure 18 - Clark Road/BIA Route 14

Treatment:

•

•

•

•

Segment and Curve Strategies: Edgeline Rumble Strips, Centerline

Rumble Strips, Vehicle Speed Feedback Signs, Curve Warning Signs,

Chevrons/Arrow Board

Pedestrian and Bicycle Strategies: N/A

Intersection Strategies: N/A

Other: N/A

Location Identified by: WEN TTP Staff, Community/Working Group

Input

Funding Opportunities: Tribal Transportation Program Safety Fund (TTPSF), Highway Safety Improvement

program (HSIP), Safe Streets and Roads for All (SS4A)

Planning Level Project Cost Estimate: $175,000

Clark Road/BIA Route 14 (Mahnomen County)

Clark Road is a 3.0-mile roadway in Mahnomen County and

serves as access to residential development, hunting

grounds and gathering areas between Naytahwaush and

Roy Lake. This project is identified by the White Earth Tribal

Transportation Program as a priority project because of

safety concerns in the form of a washed-out roadway as a

result of runoff eroding the roadway due to high volume

rain events. Increasing accessibility and safety along the

roadway would allow for the expansion of residential

development along the roadway.

Figure 19 - Clark Road/BIA Route 14

Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Pedestrian and Bicycle Strategies: N/A

Intersection Strategies: N/A

Other: Improved hydrology in the form of ditches and culverts to help divert stormwater runoff away

from eroding the existing roadway. The addition of a bituminous surface would eliminate the need to

perform maintenance (blading) on the existing aggregate surface.

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Location Identified by: WEN TTP Staff

Funding Opportunities: Promoting Resilient Operations for Transformative, Efficient, and Cost-Saving

Transportation (PROTECT), Rebuilding American Infrastructure with Sustainability and Equity (RAISE)

Planning Level Project Cost Estimate: $3,295,000

North Twin Lake Road

(Mahnomen County)

North Twin Lake Road is in Mahnomen County and

runs through the community of Naytahwaush. The

lighted pedestrian pathway is a 1.4-mile pathway that

runs adjacent to North Twin Lake Road from the

intersection of CSAH 4 and New Circle Dr. This project

is identified in the White Earth Long Range

Transportation Plan as a priority project due to the lack

of a separated pedestrian facility and the number of

pedestrians who walk along North Twin Lake Road

to/from the community of Naytahwaush.

Figure 20 - North Twin Lake Road

Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: Lighted pedestrian pathway from intersection of CSAH 4 and

New Circle Dr. to the western edge of the community.

Intersection Strategies: Crosswalk striping

Other – N/A

Location Identified by: WEN TTP Staff, Community/Working Group Input

Grant Opportunities: Active Transportation (AT), Transportation Alternative (TA), Tribal Transportation

Program Safety Fund (TTPSF), Safe Streets and Roads for All (SS4A)

Planning Level Project Cost Estimate: $3,367,750

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CSAH 4 Naytahwaush

(Mahnomen County)

Figure 21 – CSAH 4 Naytahwaush

CSAH 4 is in Mahnomen County and is a vital connection between MN

Highways 200 and 113, which are major east/west roadways through the

Reservation. The lighted pedestrian pathway will run from the southern

edge of the community of Naytahwaush south approximately 1.2 miles

near the intersection of North Twin Road and Bass Lake Road. This

project is identified in the White Earth Long Range Transportation Plan as

a priority project due to the number of pedestrians who walk along CSAH

4 to/from the community of Naytahwaush.

Treatment:

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: Lighted pedestrian

pathway from southern edge of the community of Naytahwaush to

the intersection of North Twin Rd and Bass Lake Rd

Intersection Strategies: N/A

•

Other – N/A

•

•

Location Identified by: WEN Long Range Transportation Plan

Grant Opportunities: Active Transportation (AT), Transportation Alternative (TA), Tribal Transportation

Program Safety Fund (TTPSF). Safe Streets and Roads for All (SS4A)

Planning Level Project Cost Estimate: $3,589,750

Community of Naytahwaush – Sidewalks

(Mahnomen County)

Figure 22 – Naytahwaush Sidewalks

The community of Naytahwaush is in Mahnomen County. The roadway

network consists of a mixture of county and tribal roadways. The

community has a population of approximately 600 with residential

development spread across the community. Pedestrians walk on the

edge of the community roadways/streets due to the lack of designated

pedestrian facilities. Separated pedestrian facilities are limited in the

community. Providing sidewalks removes pedestrians from walking on

streets with vehicles. This project is identified in the White Earth Long

Range Transportation Plan as a priority project due to the number of

pedestrians who walk throughout the community of Naytahwaush.

Treatment:

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: Sidewalks throughout

the community where people are currently walking on-street.

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•

•

Intersection Strategies: N/A

Other – N/A

Location Identified by: WEN Long Range Transportation Plan

Grant Opportunities: Active Transportation (AT), Transportation Alternative (TA), Tribal Transportation

Program Safety Fund (TTPSF), Safe Streets and Roads for All (SS4A)

Planning Level Project Cost Estimate: $1,559,709

Community of Naytahwaush - Streetlights

(Mahnomen County)

Figure 23 – Naytahwaush Streetlights

The community of Naytahwaush is in Mahnomen

County. The roadway network consists of a mixture of

county and tribal roadways. The community has a

population of approximately 600 with residential

development spread across the community. The

community lacks streetlights to illuminate the

transportation network and provide much needed

safety to pedestrians who walk on the streets at night.

This project is identified in the White Earth Long Range

Transportation Plan as a priority project due to the

number of pedestrians who walk throughout the

community of Naytahwaush, and during dark

conditions.

Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: Streetlights throughout the community transportation

system especially where pedestrians may be currently walking on-street during dark conditions.

Intersection Strategies: N/A

Other – N/A

Location Identified by: WEN Long Range Transportation Plan

Grant Opportunities: Active Transportation (AT), Transportation Alternative (TA), Tribal Transportation

Program Safety Fund (TTPSF)

Planning Level Project Cost Estimate: Combined as part of the Community of Naytahwaush – Sidewalk

project

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Community of Rice Lake

(Clearwater County)

Figure 24 – Rice Lake Community

The community of Rice Lake is in Clearwater County. The

community is split into two development areas. Original

development occurred west of the Wild Rice River. More

recent development has occurred east of the Wild Rice River

approximately 1.5 miles from the previous development.

Clearwater CR 35 connects the two developments but lacks

designated pedestrian facilities. Existing intersections and

roadway segments lack lighting causing motorists and

pedestrians concerns at night.

Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: Lighted Shared-use Path

Intersection Strategies: Intersection Lighting

Other – N/A

Location Identified by: WEN Long Range Transportation Plan, Community/Working Group Input

Grant Opportunities: Active Transportation (AT), Transportation Alternative (TA), Tribal Transportation

Program Safety Fund (TTPSF), Safe Streets for All (SS4A)

Planning Level Project Cost Estimate: $5,725,750

Community of Pine Point

(Becker County)

Figure 25 - Pine Point Community

The community of Pine Point is in Becker County.

Residential development has expanded past the

community’s original footprint. Residential development

occurs west of the community along Becker CR 124.

Residentials who travel by foot or wheel have no

designated facility to travel on. The existing shoulder width

of CR 124 varies from 2-6 feet. Between the residential

development and community is the pow-wow grounds. The

grounds serve as a destination for many pedestrians and

bicyclists multiple times a year. Many community members

walk along the side of CR 124 during nighttime hours. The

lack of intersection lighting and street/roadway lighting

causes concern to motorists and pedestrians/bicyclists.

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Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: Lighted shared-use path from residential development to

community.

Intersection Strategies: Intersection lighting

Other – N/A

Location Identified by: WEN Long Range Transportation Plan, Stakeholder/community Input

Grant Opportunities: Active Transportation (AT), Transportation Alternative (TA), Tribal Transportation

Program Safety Fund (TTPSF), Safe Streets and Roads for All (SS4A)

Planning Level Project Cost Estimate: $5,474,250

US 59/TH 113 Intersection Improvement

(Mahnomen County)

Figure 26 – US 59/TH 113 Intersection

The community of Waubun is in Mahnomen

County. US 59 carries north and southbound

traffic through the city. TH 113 carries east and

westbound traffic and intersects US 59. The

existing footprint of the intersection consists of

one through lane in each direction (north and

south) on US 59, a right turn lane for southbound

traffic (US 59) and a center left turn lane for

southbound US 59 traffic turning east onto TH

113. Recent commercial development north of the

intersection of US 59/TH 113 in addition to the CStore and church have increased pedestrian traffic

and created a stretch of roadway where vehicles

passing through the intersection contend with

vehicles entering or exiting passing through the intersection.

A vehicle/pedestrian accident occurred Fall 2023. Tribal leadership is requesting intersection and pedestrian

improvements to increase safety at this location.

Treatment:

•

•

•

•

Segment and Curve Strategies: N/A

Possible Pedestrian and Bicycle Strategies: N/A

Intersection Strategies: Roundabout

Other – N/A

Location Identified by: WEN TTP Staff, Community/Working Group Input, Risk Assessment

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Grant Opportunities: Rebuilding American Infrastructure with Sustainability and Equity (RAISE), Safe

Streets and Roads for All (SS4A)

Planning Level Project Cost Estimate: $3,134,000

The projects highlighted above are prioritized by WEN TTP staff based on feedback from community

members, PMT members, stakeholder group and local knowledge. A list of projects identified through

community feedback (including survey), PMT meetings, stakeholder input and TTP staff input along with

planning level cost estimates can be found in Appendix D.

SAFETY STRATEGY DEVELOPMENT

Proven safety countermeasures are selected for the White Earth Tribal Transportation Safety Pan using the

critical focus areas and research findings of the National Cooperative Highway Research Program (NCHRP)

500 serious reports and FHWA Crash Modification Factors (CMF) Clearinghouse. These nationally recognized

resources contain the most comprehensive and credible list of safety strategies available to assist local

agencies with implementation. The reports include a brief introduction of each strategy, estimated costs, and

research findings on countermeasure effectiveness (proven, tried, and experimental). Special attention is

given to low-cost, high impact strategies that can be applied systematically in the White Earth Reservation.

Table 16 through Table 20 include crash reduction factors and planning level cost estimates for each roadway

safety strategy. The crash reduction factors are based primarily on the review of the CMF Clearinghouse and

other published research from the NCHRP. The average cost for each strategy is shown using the most recent

construction costs provided by MnDOT staff. Strategies are grouped by segments, intersections, curves,

pedestrians and bicycles, and aggregate surfaces. Appendix E includes a complete list of strategies

considered.

ROADWAY SEGMENTS

Table 16 – Roadway Safety Strategy Crash Reduction Rates and Typical Installation Costs

Roadway Safety Strategy

Shoulder Paving

Shoulder/Edgeline Rumble Strips

Safety Edge

Clear Zone Enhancements

Enhanced Edgeline

Maintenance/Blading

Road Diet

Crash Reduction Rates

Typical Installation Cost

20% - 30% run-of-the-road

crashes (with shoulder rumbles)

14% run-off-the-road crashes

(without shoulder rumbles)

20% run off road crashes

5% - 10%

Increase of 28% to decrease of 18%

4% - 35% for all crashes (with or

without rumble strips)

Not Available

30% - 50%

$54,000 per mile

White Earth Tribal Transportation Safety Plan

February 2024

$5,850 per mile

$10,000 - $20,000 per mile

$50,000 - $500,000 per mile

$5,000 - $20,000 per mile

Not Applicable

$48,000 per mile (three lane)

$36,000 per signalized intersection

for updated (example, loop and

signal head replacement)

Page | 43

INTERSECTIONS

Table 17 – Intersection Safety Strategy Crash Reduction Rate and Typical Installation Costs

Intersection Safety Strategy

Roundabout

LED Stop Signs

Turn Lanes/Bypass Lanes on Major

Road (thru traffic)

All-Way Stop/Yield

Upgrade Signs and Pavement

Markings

Rural Intersection Conflict Warning

System (RICWS)

Streetlights

Mainline Dynamic Warning System

Crash Reduction Rate

Typical Installation Cost

20% - 50% all crash

60%-90% right-angle crashes

0% - 71% angle crashes

25% all crashes

$2,000,000 per intersection

Not Available

40% upgrade of all signs and

pavement markings

15% for STOP AHEAD pavement

marking

50% all crashes

75% severe right-angle crashes

25% - 40% of nighttime crashes

67% angle crashes

54% - 70% all crashes

$2,000 - $6,000 per intersection

$250,000 - $400,000

$1,000 per intersection

$5,000 per approach

$150,000 - $250,000per

intersection

$18,000 per light

CURVES

Table 18 – Curve Safety Strategy Crash Reduction Rate and Typical Installation Costs

Curve Safety Strategy

Chevrons/Arrow Board

Curve Warning Signs

Crash Reduction Rate

Typical Installation Cost

20% - 30% all crashes

30% of serious, minor, and possibly

injury crashes

Vehicle Speed Feedback Sign

5% - 7% all crashes

$4,000

$1,000 Advance curve sign per

curve

$2,000 Advance curve and speed

advisory sign per curve

$30,000 per location

PEDESTRIANS AND BICYCLES

Table 19 – Pedestrian and Bicycle Safety Strategy Crash Reduction Rate and Typical Installation Costs

Pedestrian and Bicycle Safety

Strategy

Sidewalks

Bike Paths/Trails

Median Refuge Island

Curb Extensions

Rectangular Rapid Flash Beacon

(RRFB)

Crash Reduction Rate

Typical Installation Cost

Not Available

Not Available

46% in vehicle/pedestrian crashes

Increase in vehicles yielding to

pedestrians

75% of drivers yield to pedestrians

$5 - $10 per square foot

$50,00 - $150,000 per mile

$24,000

$36,000 per corner

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$15,000

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AGGREGATE SURFACES

Table 20 – Aggregate Surface Safety Strategy Crash Reduction Rate and Typical Installation Costs

Aggregate Surface Safety

Strategy

Maintenance / Blading

Clear Zone Enhancement

Crash Reduction Rate

Typical Installation Cost

Not Available

Increase of 28% to decrease of 18%

White Earth Tribal Transportation Safety Plan

February 2024

$50,000 t $500,000 per mile

Page | 45

EQUITY ANALYSIS

WHITE EARTH NATION EQUITY ASSESSMENT

Equity considerations are an important factor in the development of the safety plan and will continue to

inform project implementation for WEN moving forward. The safety plan aligns with recent federal policy and

initiatives, including the latest five-year federal highway bill, the Bipartisan Infrastructure Law (BIL), and the

Justice40 Initiative. Equity considerations are interwoven into nearly every discretionary funding program

within the BIL. Under the Justice40 Initiative, 40 percent of the benefits of certain federal investments are

targeted at disadvantaged communities. WEN is in good position to be competitive for federal funding, as

Tribal Reservations are included in the definition of what constitutes a disadvantaged community.

As WEN’s entire jurisdiction is considered a disadvantaged community, the equity analysis herein further

highlights the importance placed by WEN leadership on understanding and serving their community; by

prioritizing projects based on comprehensive disadvantaged community indicators within the Reservation.

Although equity may not be the primary consideration when programming safety projects, the equity

analysis supplements the decision-making process of programming tribal road safety projects and pursuing

discretionary funding through the BIL programs or other funding programs that may have equity

considerations including those outlined in the Justice40 Initiative or by the State of Minnesota.

The safety plan emphasizes equity by:

•

•

•

Ensuring an inclusive and representative public engagement process

Further understanding underserved and disadvantaged communities within White Earth Nation

Incorporating equity considerations into project priority recommendations

INCLUSIVE AND REPRESENTATIVE PLAN

Public engagement for the plan is strategically implemented to cast a wide net of feedback opportunities for

people from all walks of life. Traditional engagement workshops, pop-up events, online survey, and focused

stakeholder engagement events allowed anyone to participate from across the White Earth Reservation.

Tribal leaders, including policy and decision-makers, helped champion the importance of the plan, with

feedback and involvement from the Tribal community deemed a success. All feedback received from the

public across the Reservation is thoughtfully considered in project development and project prioritization.

FURTHER UNDERSTANDING OF A DISADVANTAGED

COMMUNITY

WEN and populations within the Reservation boundary are disadvantaged communities, as defined by the

Federal government. In most transportation equity analyses, utilizing federal data resources to further

identify disadvantaged or underserved communities is a helpful exercise. In this case, federal resources

display data by Census Tract. Because Census Tracts don’t align with the Tribal boundary, the information

would not be useful to the Tribe for prioritizing projects therefore, MnDOT’s SPACE Analysis tool is used as

described further in the paragraphs below.

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Although excluded from the equity analysis, the following federal resources provide an overall sense of

socioeconomic indicators that highlight vulnerable populations within White Earth Reservation boundaries.

Table 21 identifies the specific indicators considered to be disadvantaged by the two specific tools used:

Table 21 - Disadvantaged Population Indicators as Identified by Federal Resources

Justice40 Initiative

USDOT

Climate and Economic Justice Screening Tool

Equitable Transportation Community (ETC)

Explorer

Prevalence of Heart Disease

Transportation Insecurity (Access, Cost Burden, Safety)

Low Income

Social Vulnerability (Poverty, Unemployment, Uninsured,

Lack of internet, Endemic Inequality, Age 65+, Age less than

or equal to 17, Disability, Mobile homes)

Lack of Green Space

Health Vulnerability (Asthma Prevalence, Cancer

Prevalence, High Blood Pressure Prevalence, Diabetes

Prevalence, Low Mental Health Prevalence)

Energy Cost

Transportation Barriers

As a disadvantaged community, the Tribe needs to have the best understanding of socioeconomic indicators

to identify where vulnerable populations are located. Without a better understanding, prioritization of

transportation safety improvement projects becomes more challenging, as the entirety of White Earth Nation

is considered a disadvantaged community. As detailed below, MnDOT’s Suitability of Pedestrian and Cyclist

Environment (SPACE) Analysis tool provides a much a finer resolution than socioeconomic or equity

assessment traditionally performed by Census Block Group or Census Tract. The finer resolution of the SPACE

analysis includes analysis detail required to prioritize transportation safety projects across the Reservation.

SUITABILITY OF PEDESTRIAN AND CYCLIST ENVIRONMENT

(SPACE) ANALYSIS

MnDOT launched the SPACE Analysis tool in 2023. The tool is specifically tailored for prioritizing and selecting

transportation projects across the State of Minnesota. SPACE assigns a zero (0) to 100 score on a hexagonal

tessellation (pattern or grid) by layering publicly available data including demographic, safety, environmental

justice, and trip generator datasets. The hexagon geometries provide a more organic and finer output of

socioeconomic analysis, as roadways or other barrier features no longer become boundary lines, as they do

under a typical Block Group or Census Tract analysis.

The SPACE score is defined by layering datasets and assigning the data to the corresponding hexagon. Below

are the 19 specific SPACE Analysis socioeconomic factors as grouped by dataset typology:

•

Priority Populations

o Percent of population Age 5-17 greater than average

o Percent of population Age 65+ greater than average

o Percent of population Foreign Born greater than average

o Percent of population Native American greater than average

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•

•

•

•

o Percent of population with Disability greater than average

Environmental Justice

o “Areas of Concern” by Minnesota Pollution Control Agency (MPCA) Environmental Justice

o Unemployment rate greater than or equal to average

o Percent of population in Poverty in urban area greater than or equal to 25 percent

Risk

o High risk trunk highway intersection for non-motorists

Latent Demand

o Percent of workers Commuting 15 Minutes or less, greater than average

o Percent of workers Commuting by Transit greater than zero (0) percent

o Percent of workers Commuting by Walking greater than zero (0) percent

o Percent of workers Commuting by Bicycle greater than zero (0) percent

o Percent of workers with No Access to a Vehicle greater than zero (0) percent

Trip Generators

o Greater than or equal to 25 percent of the population within half-mile of Supermarket

o Within one-mile of K-12 School

o Within 500 feet of Bus Stop

o Within an urban area

o Contains a state Bicycle Trail

The map shown as Figure 27, overlays the SPACE Analysis results for White Earth Nation and severe crash

locations (fatalities and serious injury crashes).

PRIORITIZATION CONSIDERATIONS

Prioritizing projects based on equity analysis is an important exercise that displays a strong understanding of

the White Earth Nation community and forwarding the goals and objectives of USDOT. Using the SPACE

Analysis, the Tribe may consider prioritizing or scoring projects based on SPACE score. Referring to Table 22,

equity prioritization scoring could be setup similar to the scoring displayed.

Table 22 – Example of Prioritizing Projects Based on Equity

SPACE Score

Equity Prioritization Score (out of 5)*

48 - 68

5

43 - 47

4

33 – 42

3

22 – 32

2

11 – 21

1

*Equity prioritization score is just one factor of a comprehensive project prioritization and scoring process.

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Page | 48

Figure 27 - SPACE Analysis Map

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IMPACTING EQUITY

Proposed implementation strategies at identified locations will positively impact equity within the

Reservation. Strategic safety countermeasures on roadways and intersections will increase safety for drivers,

helping to ensure people can go about their daily lives without being put at higher risk by traveling across

White Earth Nation wherever they need to go. Oftentimes, given the rural nature of the area, residents of

White Earth Reservation must travel great distances to meet basic needs, go to work, get an education,

participate in cultural events, etc., driving greater distances than the average for essential or other services.

By reducing the risks associated with certain roadways across the Reservation, safety can be improved to

ensure accessibility to destinations needed by vulnerable or disadvantaged populations to improve or sustain

their quality of life.

Numerous bicycle and pedestrian safety improvements have been identified across the Reservation.

Improving bicycle and pedestrian safety begins by connecting important community destinations across

White Earth Nation through dedicated infrastructure such as separated paths, wider shoulders, lighting, and

specific consideration of people who walk or bike to go about their daily lives. Connecting vulnerable or

disadvantaged populations from where they live to critical destinations is an important consideration for all,

no matter what mode they choose or in some cases have to take.

People traveling across or through the White Earth Reservation should not face higher risk of fatality or

serious injury in a crash, just because of the community or area they live in.

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POLICIES, PROCEDURES, AND OTHER STUDIES

The 2024 White Earth Tribal Transportation Safety Plan aligns with the framework, policies, and procedures

of numerous other agencies at the local, state, and federal levels. Transportation safety is of critical

importance to most jurisdictions, both nationally and locally. The safety plan builds upon policy and

procedures as much as possible, and parallels many of the goals and objectives others are also working

towards and co. Specific materials are listed below.

FEDERAL/STATE

National Roadway Safety Strategy (NRSS)

Figure 28 - Principles of a Safe System Approach

USDOT’s National Roadway Safety Strategy outlines the

Department’s comprehensive approach to significantly

reducing serious injuries and deaths on our Nation’s

highways, roads, and streets. USDOT’s ongoing safety

programs are moving towards a future with zero roadway

fatalities and serious injuries. As part of the NRSS, a Safe

System Approach has been embraced by the transportation

community as an effective way to address and mitigate the

risks inherent in the transportation system. The Safe System

Approach builds and reinforces multiple layers of protection

to both prevent crashes from happening in the first place and

minimize the harm caused by those involved when crashes do

occur. The approach is holistic and comprehensive, providing

a well-established framework to make places safer for

people.

Towards Zero Deaths (TZD)

Towards Zero Deaths is MnDOT’s traffic safety program which aims to reduce deaths and serious injuries on

Minnesota roadways. As part of the TZD program, MnDOT completed a Strategic Highway Safety Plan (SHSP)

in 2020. The core safety policy plan identifies key areas and strategies to reduce deaths and serious injuries

on Minnesota roadways. (https://www.dot.state.mn.us/trafficeng/safety/shsp/) The plan analyzes crash data

along with expert transportation stakeholder input to create a list of effective safety strategies using the four

E’s - Enforcement, Education, Engineering, and Emergency Medical Services and Trauma Systems. The result

is a plan that reflects current and emerging crash trends and emerging safety strategies to address fatal and

serious injury crash trends.

MnDOT D4 Bicycle Plan

MnDOT completed a District 4 Bicycle Plan March 2019. The plan includes information on Regional Priority

Corridors. Prior to the District 4 Bicycle Plan MnDOT completed a Statewide Bicycle Safety Plan. Within the

Statewide Plan, priority corridors consisting of 10-mile wide segments were identified by their regional

significance. The MnDOT District 4 Bicycle Plan identified more refined route alignments and determined

each routes bicycle use significance and potential. The Bicycle Plan also identified Bicycle Investment Routes

within the district to help prioritize projects to receive funding. In addition to determining Bicycle Investment

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Routes, the plan also identified route prioritization. Within the six criteria used to score potential Bicycle

Investment Routes an additional fourteen subcategories were evaluated and given a data-based prioritization

criteria score.

Statewide Speed Limit Vision Project

In 2019 MnDOT embarked on a project to establish a vision for setting speed limits supported by cities,

counties, user groups, public safety stakeholders, and enforcement stakeholders across the state. The project

established the Minnesota Statewide Speed Limit Vision which is guided by three core values:

Highway 113 Pedestrian Study

The Highway 113 Pedestrian Study evaluated pedestrian safety and mobility along Trunk Highway (TH) 113

between Untied States Highway (US) 59 to the west and US 71 to the east. The purpose of the Study is to

create a more inclusive roadway corridor for people of all ages and abilities to walk, roll, or bike along

Highway 113. The corridor currently has no pedestrian infrastructure though it connects villages and homes

surrounding Elbow Lake, Tulaby Lake, and Bad Medicine Lake to the City of Waubun to the west and Itasca

State Park to the east. Seasonal homes and popular tourist attractions during the summer result in greater

traffic as well. The existing conditions analysis summarized in the report provided a foundation in which

issues were identified and the development of pedestrian infrastructure and roadway design alternatives

were reviewed. TH 113 is identified in the Minnesota Department of Transportation (MnDOT) 10-Year Capital

Highway Investment Plan (CHIP) for resurfacing in 2027 from County Road (CR) 4 to US 71.

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MnDOT District 4 Safety Plan

The MnDOT District 4 Safety Plan (2016) discusses safety strategies and risk factors for the District’s

highways. The plan identifies suggested safety projects for further consideration at high-crash locations

(segments, curves and intersections) based on a systematic risk assessment of the state trunk highway

system. Trunk Highway 113 and 200 and US Highway 59 which run through the White Earth Reservation were

analyzed as part of the plan. The District 4 Safety Plan is currently being updated.

COUNTY

MAHNOMEN

One of the goals of Mahnomen County, per the County’s Signing and Pavement Policy, is to provide a safe,

efficient roadway system for the traveling public. The purpose of this policy is to establish uniformity and

consistency in the application, installation, and maintenance of traffic signs and pavement markings on

Mahnomen County’s roadway system.

This policy recognizes that the MN MUTCD is the standard for all traffic control devices on all public roads in

Minnesota, and therefore all traffic control devices on Mahnomen County’s highway system must conform to

its standards and specifications as specified in Minnesota Statute 169.06.

Mahnomen County will consider roadway user safety, budget, personnel, site conditions, and demonstrated

need in order to evaluate its use of traffic signs and pavement markings on the county road system.

• Installation of Signs

• Sign Maintenance Methods

• Installation of Pavement Markings

• Pavement Markings Maintenance Method

See Appendix F for a copy of Mahnomen County signing and pavement policy

MnDOT worked with Mahnomen County to develop a County Roadway Safety Plan in 2011. The Plan

discusses safety strategies and risk factors for the County Highways. The plan identifies suggested safety

projects for further consideration at high-crash locations (segments, curves, and intersections) based on a

systematic risk assessment of the county roadway system.

BECKER

Based on their mission statement, the Becker County Highway Department is to provide the safest highway

system possible for the residents and visitors of the County by providing efficient and timely maintenance

services and continued cost-effective construction improvements.

MnDOT worked with Becker County to develop a County Roadway Safety Plan in 2011. The Plan discusses

safety strategies and risk factors for the County Highways. The plan identifies suggested safety projects for

further consideration at high-crash locations (segments, curves, and intersections) based on a systematic risk

assessment of the county roadway system.

CLEARWATER

The main objective of the Clearwater County Highway Department is the construction and maintenance of

County Highways and Bridges. The goal of the Highway Department is to ensure that the roadways and

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bridges are designed according to Federal and State guidelines, constructed according to the contract

specifications, and properly maintained to ensure the safety of the traveling public.

MnDOT worked with Clearwater County to develop a County Roadway Safety Plan in 2011. The Plan discusses

safety strategies and risk factors for the County Highways. The plan identifies suggested safety projects for

further consideration at high-crash locations (segments, curves, and intersections) based on a systematic risk

assessment of the county roadway system.

TRIBAL

WHITE EARTH NATION

WEN follows Bureau of Indian Affairs Roads Maintenance Program guidance. As part of the program

guidance, there is also dedicated guidance for grading and shaping dirt surfaces guidelines. The majority of

roads under the maintenance jurisdiction of the BIA are dirt roads. Grading dirt roads with a motor grader is

the primary type of maintenance for dirt roads. Best practices and recommendations provided for

equipment operators include blade placement and maintaining a ditch line. The BIA Roads Maintenance

Program document can be found in Appendix F.

In addition to the Roads Maintenance Program, the BIA also provides Adequate Standard Characteristics for

roadway design. The adequate characteristics consider terrain, ADT volumes, roadway classification, existing

and future surface type, minimum roadway width including shoulders, and shoulder width and shoulder type.

Figure 29 illustrates the table used in determining specific characteristics for the specific type of roadway

improvement.

Figure 29 – BIA Adequate Standard Characteristics for Roadways

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WEN has completed multiple transportation safety related projects over the last six years. Below is a list of

those projects and partnerships (were appropriate):

•

•

Long Range Transportation Plan Update (2018)

TH 200 Road Safety Audit (2018)

Plans completed in partnership:

•

•

•

TH 200 Safety Improvements – MnDOT (2023)

Highway 113 Pedestrian Study – MnDOT (2024)

Highway 113 Road Safety Audit – MnDOT (2024)

PUBLIC AND STAKEHOLDER OUTREACH

STATE OF THE NATION EVENT

The White Earth Reservation Tribal Council held the

annual State of the Nation address on May 3, 2023 at

the Shooting Star Casino and Event Center in

Mahnomen. The event allows tribal leadership an

opportunity to update tribal membership on key

issues facing WEN. Staff from White Earth, MnDOT

and SRF Consulting Group hosted a booth at the event

to gather transportation system related feedback

from tribal and non-tribal community members in the

form of a roll map dot exercise, comment cards, and

on-line/paper surveys.

A one-page flyer was distributed at the event. The flyer provided project information, identified project

benefits, project schedule, project website link/QR code, and contact information.

PUBLIC SURVEY

A public survey was developed to engage community members and gather input on the Reservation-wide

transportation network. MnDOT developed the on-line/paper copy survey, which was four pages and 20

questions long, and addressed the following transportation system-related areas:

•

•

•

•

Safety Concerns

Crashes

Avoidance Areas

Demographics

A total of 110 responses were received between mid-May to mid-July. Key take aways from the survey

included:

•

More than 50% of respondents avoid walking, biking, taking transit, or driving because of

transportation safety concerns.

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•

•

More than 80% of respondents drive as their main form of transportation around the reservation.

43% of respondents noted that they have been, or almost been, in a crash involving a vehicle, bicycle

or pedestrian.

WHITE EARTH POW-WOW

WEN and MnDOT staff attended the White Earth

Pow-wow in June 2023 to gather community

feedback and provide a project update to

community members attending the event.

PROJECT MANAGEMENT

TEAM COORDINATION

The PMT met biweekly to discuss plan progress.

TASK FORCE INPUT

The task force met on August 22, 2023, to discuss

how the plan will be carried out once complete. The

task force will meet again six months after the plan

is finalized.

TECHNICAL AND ENGAGEMENT WORKSHOPS

Technical and engagement workshop took place August 24,

2023, at the Shooting Star Casino and Event Center. A total

of 14 people attended the workshop representing WEN,

MnDOT, Mahnomen County, City of Mahnomen, Circle of

Life Academy, and Central Harvest States. The workshop

allowed the consultant team the opportunity to explain the

safety plan process, present a crash data overview, discuss

systemic safety strategies, and develop a list of project site

locations. Appendix G includes the workshop presentation

and Appendix H includes the project meeting agendas and

summaries.

ENGAGEMENT SUMMARY

Overall, the safety plan development process engaged with over 110 individuals from across White Earth

Nation. Unsurprising to the project team, over half of the people providing feedback, said they try to avoid

certain modes of travel they feel are unsafe, with some others saying they have been or have almost been in

a crash. The engagement efforts were deemed a success.

Engagement and Crash Analysis

The feedback received from the public, PMT, and various stakeholders of the plan is of critical importance to

the crash analysis and implementation strategies. Safety concerns and specific locations of safety concerns

helped the project team supplement data used in the crash analysis to provide a more comprehensive list of

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projects. Rural Tribal communities such as White Earth Nation, can face challenges when analyzing crash

data, as there is little to no crash data on local roadways for a meaningful analysis. This is where the public

engagement helps lead the way, through word-of-mouth and personal experiences about safety while

traveling within the Reservation.

PEDESTRIAN SAFETY ACTION PLAN

COMMUNITY SAFETY PLANS (2018 WE LRTP)

The 2018 White Earth Reservation Long Range Transportation Plan included meetings with four tribal

communities within the reservation to get an understanding of transportation safety related concerns.

Meetings were held with the community councils of White Earth, Naytahwaush, Rice Lake and Pine Point.

White Earth

•

•

•

•

•

Street lighting along Mission Road to Circle of Life Academy (COLA)

Street lighting along Becker CSAH 34 from Tribal Headquarters Road to the intersection of Becker

County Hwy 21

Installation of crosswalk signage throughout community

Reinstallation of speed bumps throughout residential development

Increased speed limit signage along Becker County Hwy 21 and Becker CSAH 34 entering the

community

Naytahwaush

•

10’ bituminous multi-use trail along Mahnomen CSAH 4 from southern edge of community to North

Twin Lake Road/BIA 7

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•

•

•

•

Sidewalk construction with street lighting along Tower Road from northern residential project

development to Naytahwaush Community Service Center

10’ bituminous multi-use trail with lighting along Valley Trail with connection to Mahnomen CSAH 4

Multi-use trail from north residential project development through wooded area to Giwanakimin

Supportive Housing

Construction of 4’ concrete sidewalk throughout housing development

Rice Lake

•

•

•

•

•

10’ bituminous multi-use lighted trail with bridge from Rice Lake Community Center to Clearwater

CSAH 7

Installation of speed limit signage entering Rice Lake from east edge of community

10’ bituminous multi-use trail from residential development located south of Rice Lake Community

Center through wooded area connecting community with Rice Lake Dam Bridge

Speed bumps installed in residential development

10’ bituminous multi-use trail with lighting to pow-wow grounds

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Pine Point

•

•

•

10’ bituminous multi-use trail along Pow-wow Hwy connecting the new residential housing units

with the community

Elimination of vehicular traffic through back yards of housing developments

Sidewalk construction in new housing development

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MNDOT STATEWIDE PEDESTRIAN ACTION PLAN

MnDOT completed a Statewide Pedestrian System Plan March 2021. The plan includes a section on Walking

in Indian Country. Reservation land and on-reservation tribal trust land have been identified as higher

priority places for pedestrian improvements.

MnDOT works with federally recognized tribal nations to understand each tribes transportation needs. On

many reservations, tribal members have limited access to motor vehicles and public transit and are forced to

walk along roadways to and from community destinations. Pedestrians are forced to share space with

vehicles traveling at high rates of speed due to the rural setting and long distances between communities.

MnDOT has identified priority pedestrian improvements by using available data to develop the Priority Areas

for Walking Study (PAWS). The study includes a scoring system that identifies areas with a higher need for

pedestrian improvements. The maximum possible score the study area can receive is 19. Areas within the

White Earth Reservation received scores ranging from 4-5, 6-8. And 9-11. The graphic below shows tribal

government area PAWS scores. The use of PAWS assists MnDOT in reviewing infrastructure needs and

solutions with tribal government leads and residents.

Bicycle and walking improvements can be funded by MnDOT through the Capital Highway Invest Plan (CHIP)

and State Transportation Improvement Program (STIP). Individual districts can evaluate high priority

locations through a safety risk analysis. Other projects to improve bicycling and walking along state highways

or within state highway rights-of-way can be funded locally or through competitive grants. Examples of

competitive grants include Transportation Alternatives, Safe Routes to School or the state’s Health

Improvement Program.

MnDOT’s Statewide Pedestrian System Plan identifies the following key findings related to investment

planning for pedestrian improvements:

•

•

•

•

•

•

•

•

•

•

Most walking improvements on trunk highway systems are constructed as part of larger projects that

predominately service the needs of people driving motor vehicles.

Planning for walking infrastructure projects in areas with smaller populations (less than 5,000

people) can be difficult due to lack of MnDOT and local funding sources and a focus on planning for

driving instead of other modes.

Construction limits and right-of-way impacts can be hard to estimate.

Right-of-way acquisition can be difficult to keep within a defined timeline.

Funding is a constraint.

Reconstruction projects are the easiest type of project for incorporating walking improvements.

Some communities don’t see a need for pedestrian improvements.

Communities benefit from having published local plans, such as Safe Routes to School plans, that

support walking improvements.

Early public engagement is critical to gaining community buy-in.

Sidewalk gaps are defined differently across MnDOT work groups.

Figure 30 illustrates priority areas for walking within Tribal Government area.

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Figure 30 – MnDOT Statewide Pedestrian Plan Priority Areas

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MNDOT DISTRICT 4 BICYCLE PLAN

MnDOT completed a District 4 Bicycle Plan March 2019. The plan includes information on Regional Priority

Corridors. Prior to the District 4 Bicycle Plan MnDOT completed a Statewide Bicycle Safety Plan. Within the

Statewide Plan priority corridors consisting of 10-mile-wide segments were identified by their regional

significance. The MnDOT District 4 Bicycle Plan identified more refined route alignments and determined

each routes bicycle use significance and potential. Coordination with local stakeholders was a primary factor

in the localized corridor determination. Within the plan, three high priority state corridors were identified in

District 4. None of the three locations were located within the White Earth Reservation boundaries. Through

the planning and stakeholder outreach process regional priority corridors were identified in the plan. One

regional priority route was identified within the Reservation boundaries (TH 59).

The Bicycle Plan also identified Bicycle Investment Routes within the district to help prioritize projects to

receive funding. MnDOT’s Office of Transit and Active Transportation (OTAT) assisted the project team

identify state highway projects that have the greatest funding need for bicycle facilities. TH 59 and TH 200

were both identified as Bicycle Investment Routes within the White Earth Reservation. The prioritized list was

determined by six categories.

•

•

•

•

•

•

Location Connections

Population & Equity

Activity Generators

Network

Plan Consistency

Safety

In addition to determining Bicycle Investment Routes, the plan also identified route prioritization. Within the

six criteria used to score potential Bicycle Investment Routes an additional fourteen subcategories were

evaluated and given a data-based prioritization criteria score. Prioritization scores were divided into five tiers

with Tier 1 having the highest prioritization scores. The majority of the White Earth Reservation received Tier

1 prioritization. Tier 1 prioritization combined with TH 59 and TH 200’s designation as regional priority route

places both trunk highways in good position moving forward to pursue federal and state funding to bicycle

improvements. Figure 31 shows the District 4 Bicycle Investment Routes overlaid on the route prioritization

results.

White Earth Tribal Transportation Safety Plan

February 2024

Page | 62

Figure 31 – District 4 Bicycle Investment Routes with Prioritization Scoring Results

White Earth Tribal Transportation Safety Plan

February 2024

Page | 63

PLAN SUMMARY

This plan was developed by WEN in cooperation with MnDOT District 4 and followed FHWA’s process for

developing safety plans. By following this process, WEN will be able to pursue federal funding sources

through multiple programs including the SS4A Program. WEN leadership has committed time and resources

to address fatal and severe crashes within the Reservation boundaries. WEN TTP staff will be responsible for

implementing safety strategies and updating the list of prioritized projects throughout the life of this plan.

A robust public engagement effort was completed as part of this plan and included community and

stakeholder group input that identified safety concern locations and developed a list of prioritized tribal

projects. By allowing the community to participate, the plan was able to build community support and

empowerment.

White Earth Tribal Transportation Safety Plan

February 2024

Page | 64

Appendix A

Safe Streets and Roads for All Self-Certification Eligibility

Worksheet

Safe Streets and Roads for All

Self-Certification Eligibility Worksheet

All applicants should follow the instructions in the NOFO to correctly apply for a grant. See the SS4A website for more

information.

Table 1 of the SS4A NOFO describes eight components of an Action Plan, which correspond to the questions in this

worksheet. Applicants should use this worksheet to determine whether their existing plan(s) contains the required

components to be considered an eligible Action Plan for SS4A.

This worksheet is required for all SS4A Implementation Grant applications and any Planning and Demonstration Grant

applications to conduct Supplemental Planning/Demonstration Activities only. Please complete the form in its

entirety, do not adjust the formatting or headings of the worksheet, and upload the completed PDF with your application.

Eligibility

An Action Plan is considered eligible for an SS4A application for an Implementation Grant or a Planning and

Demonstration Grant to conduct Supplemental Planning/Demonstration Activities if the following two conditions are met:

•

•

You can answer “YES” to Questions 3, 7, and 9 in this worksheet; and

You can answer “YES” to at least four of the six remaining Questions, 1, 2, 4, 5, 6, and 8.

If both conditions are not met, an applicant is still eligible to apply for a Planning and Demonstration Grant to fund the

creation of a new Action Plan or updates to an existing Action Plan to meet SS4A requirements.

Applicant Information

Lead Applicant: ______________________________________________

UEI: ____________________________________

Action Plan Documents

In the table below, list the relevant Action Plan and any additional plans or documents that you reference in this form.

Please provide a hyperlink to any documents available online or indicate that the Action Plan or other documents will be

uploaded in Valid Eval as part of your application. Note that, to be considered an eligible Action Plan for SS4A, the plan(s)

coverage must be broader than just a corridor, neighborhood, or specific location.

Document Title

Link

Date of Most

Recent Update

SS4A Self-Certification Eligibility Worksheet | Page 1 of 5

Action Plan Components

For each question below, answer “YES” or “NO.” If “YES,” list the relevant plan(s) or supporting documentation that address

the condition and the specific page number(s) in each document that corroborates your response. This form provides

space to reference multiple plans, but please list only the most relevant document(s).

1. Leadership Commitment and Goal Setting

Are BOTH of the following true?

• A high-ranking official and/or governing body in the jurisdiction publicly committed to an

eventual goal of zero roadway fatalities and serious injuries; and

• The commitment includes either setting a target date to reach zero OR setting one or more

targets to achieve significant declines in roadway fatalities and serious injuries by a specific date.

YES

NO

Note: This may include a resolution, policy, ordinance, executive order, or other official announcement

from a high-ranking official and the official adoption of a plan that includes the commitment by a

legislative body.

If “YES,” please list the relevant document(s) and page number(s) that corroborate your response.

Document Title

Page Number(s)

2. Planning Structure

To develop the Action Plan, was a committee, task force, implementation group, or similar body

established and charged with the plan’s development, implementation, and monitoring?

YES

NO

Note: This should include a description of the membership of the group and what role they play in the

development, implementation, and monitoring of the Action Plan.

If “YES,” please list the relevant document(s) and page number(s) that corroborate your response.

Document Title

Page Number(s)

SS4A Self-Certification Eligibility Worksheet | Page 2 of 5

3. Safety Analysis

Does the Action Plan include ALL of the following?

• Analysis of existing conditions and historical trends to provide a baseline level of crashes

involving fatalities and serious injuries across a jurisdiction, locality, Tribe, or region;

• Analysis of the location where there are crashes, the severity, as well as contributing factors and

crash types;

• Analysis of systemic and specific safety needs, as needed (e.g., high-risk road features or specific

safety needs of relevant road users); and,

YES

NO

• A geospatial identification (geographic or locational data using maps) of higher risk locations.

Note: Availability and level of detail of safety data may vary greatly by location. The Fatality and Injury

Reporting System Tool (FIRST) provides county- and city-level data. When available, local data should

be used to supplement nationally available data sets.

If “YES,” please list the relevant document(s) and page number(s) that corroborate your response.

Document Title

Page Number(s)

4. Engagement and Collaboration

Did the Action Plan development include ALL of the following activities?

• Engagement with the public and relevant stakeholders, including the private sector and community

groups;

• Incorporation of information received from the engagement and collaboration into the plan; and

• Coordination that included inter- and intra-governmental cooperation and collaboration, as

appropriate.

YES

NO

Note: This should be a description of public meetings, participation in public and private events, and

proactive meetings with stakeholders.

If “YES,” please list the relevant document(s) and page number(s) that corroborate your response.

Document Title

Page Number(s)

SS4A Self-Certification Eligibility Worksheet | Page 3 of 5

5. Equity Considerations

Did the Action Plan development include ALL of the following?

YES

• Considerations of equity using inclusive and representative processes;

• The identification of underserved communities through data; and

• Equity analysis developed in collaboration with appropriate partners, including population

characteristics and initial equity impact assessments of proposed projects and strategies.

NO

Note: This should include data that identifies underserved communities and/or reflects the impact of

crashes on underserved communities, prioritization criteria that consider equity, or a description of

meaningful engagement and collaboration with appropriate stakeholders.

If “YES,” please list the relevant document(s) and page number(s) that corroborate your response.

Document Title

Page Number(s)

6. Policy and Process Changes

Are BOTH of the following true?

• The plan development included an assessment of current policies, plans, guidelines, and/or

standards to identify opportunities to improve how processes prioritize safety; and

• The plan discusses implementation through the adoption of revised or new policies, guidelines,

and/or standards.

YES

NO

Note: This may include existing and/or recommended Complete Streets policy, guidelines for

community engagement and collaboration, policy for prioritizing areas of greatest need, local laws

(e.g., speed limit), design guidelines, and other policies and processes that prioritize safety.

If “YES,” please list the relevant document(s) and page number(s) that corroborate your response.

Document Title

Page Number(s)

SS4A Self-Certification Eligibility Worksheet | Page 4 of 5

7. Strategy and Project Selections

Does the plan identify a comprehensive set of projects and strategies to address the safety problems in

the Action Plan, with information about time ranges when projects and strategies will be deployed, and

an explanation of project prioritization criteria?

YES

NO

Note: This should include one or more lists of community-wide multi-modal and multi-disciplinary

projects that respond to safety problems and reflect community input and a description of how your

community will prioritize projects in the future.

If “YES,” please list the relevant document(s) and page number(s) that corroborate your response.

Document Title

Page Number(s)

8. Progress and Transparency

Does the plan include BOTH of the following?

• A description of how progress will be measured over time that includes, at a minimum, outcome

data.

• The plan is posted publicly online.

YES

NO

Note: This should include a progress reporting structure and list of proposed metrics.

If “YES,” please list the relevant document(s) and page number(s) that corroborate your response.

Document Title

Page Number(s)

9. Action Plan Date

Was at least one of your plans finalized and/or last updated between 2019 and April 30, 2024?

YES

NO

Note: Updates may include major revisions, updates to the data used for analysis, status updates, or the

addition of supplemental planning documents, including but not limited to an Equity Plan, one or more

Road Safety Audits conducted in high-crash locations, or a Vulnerable Road User Plan.

If “YES,” please list your most recent document(s), date of finalization, and page number(s) that

corroborate your response.

Document Title

Date of Most

Recent Update

Page Number(s)

SS4A Self-Certification Eligibility Worksheet | Page 5 of 5

Appendix B

White Earth Reservation Business Committee Resolution of

Support

Appendix C

Systemic Analysis Data, Analysis, and Prioritization and Project

Recommendations

Null

White Earth Nation Tribal Transportation Safety Plan

Null

2-Lane Undivided

3-Lane, Center Turn Lane

2-Lane Undivided with Turn Lane(s)

Segment Data

December 8, 2023

Null

0

4

Segment Unique ID

Agency

From

To

Length

(miles)

AADT

Area Type

Number

of Lanes

Segment Design

Description

Surface Type

Median Type

Median Width

(ft)

Lane Width

Becker CR 105.01

Becker CR 107.01

Becker CR 109.01

Becker CR 110.01

Becker CR 111.01

Becker CR 112.01

Becker CR 129.01

Becker CR 142.01

Becker CR 153.01

Becker CR 155.01

Becker CR 156.01

Becker CR 158.01

Becker CR 159.01

Becker CSAH 13.01

Becker CSAH 14.01

Becker CSAH 14.02

Becker CSAH 143.01

Becker CSAH 18.01

Becker CSAH 21.01

Becker CSAH 21.02

Becker CSAH 28.01

Becker CSAH 34.01

Becker CSAH 34.02

Becker CSAH 34.03

Becker CSAH 34.04

Becker CSAH 34.05

Becker CSAH 35.01

Becker CSAH 35.02

Becker CSAH 37.01

Becker CSAH 37.02

Becker CSAH 44.01

Becker CSAH 52.01

Becker CSAH 52.02

Becker CSAH 58.01

Becker CSAH 83.01

Becker CSAH 84.01

Becker CSAH 85.01

Becker CSAH 86.01

Becker CSAH 9.01

Clearwater CR 102.01

Clearwater CR 103.01

Clearwater CR 104.01

Clearwater CR 104.02

Clearwater CR 105.01

Clearwater CR 113.01

Clearwater CR 120.01

Clearwater CSAH 13.01

Clearwater CSAH 25.01

Clearwater CSAH 26.01

Clearwater CSAH 27.01

Clearwater CSAH 28.01

Clearwater CSAH 30.01

Clearwater CSAH 34.01

Clearwater CSAH 35.01

Clearwater CSAH 36.01

Clearwater CSAH 37.01

Clearwater CSAH 39.01

Clearwater CSAH 7.01

Mahnomen CR 100.01

Mahnomen CR 101.01

Mahnomen CR 102.01

Mahnomen CR 103.01

Mahnomen CR 104.01

Mahnomen CR 106.01

Mahnomen CR 107.01

Mahnomen CR 107.02

Mahnomen CR 111.01

Mahnomen CR 113.01

Mahnomen CR 116.01

Mahnomen CR 118.01

Mahnomen CR 119.01

Mahnomen CR 121.01

Mahnomen CR 122.01

Mahnomen CR 123.01

Mahnomen CR 124.01

Mahnomen CR 125.01

Mahnomen CR 127.01

Mahnomen CR 128.01

Mahnomen CR 129.01

Mahnomen CR 130.01

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

CSAH 14 Becker

CSAH 18 Becker

CSAH 21 Becker

CSAH 21 Becker

CSAH 34 Becker

CSAH 21 Becker

280th St Pine Point

CP RR

TH 59

CR 159 Becker

CR 156 Becker

CSAH 34 Becker

CSAH 14 Becker

White Earth Southern Boundary

Western White Earth Boundary

TH 59

CSAH 34 Becker

White Earth Western Boundary

White Earth Southern Boundary

CSAH 34 Becker

TH 59

White Earth Southern Boundary

CSAH 143 Becker

CR 158

CSAH 21

Start 30MPH Zone Ogema

CSAH 37 Becker

CSAH 143 Becker

White Earth Southern Boundary

CSAH 58 Becker

White Earth Southern Boundary

TH 59

Ernster St

CSAH 37 Becker

TH 59

CSAH 83 Becker

0

TH 59

White Earth Western Boundary

171st Ave

MN 200

CSAH 35 Clearwater

CR 104 T Intersection Clearwater

MN 92

CR 103 Clearwater

CSAH 7 Clearwater

MN 92

CSAH 28 Clearwater

MN 92

CSAH 7 Clearwater

CSAH 7 Clearwater

MN 92

CSAH 35 Clearwater

CSAH 7 Clearwater

MN 92

MN 200/92

Becker/Clearwater County Line

CSAH 16 Mahnomen

CSAH 13 Mahnomen

T 55 Mahnomen

110th Ave

T 1022 Polk

CSAH 4 Mahnomen

CSAH 6 Mahnomen

White Earth Western Boundary

CSAH 7 Mahnomen

T 315

MN 113

CSAH 6 Mahnomen

CSAH 12 Mahnomen

TH 59

CR 125 Mahnomen

MN 200

CSAH 1 Mahnomen

CSAH 3 Mahnomen

TH 59

CSAH 11 Mahnomen

MN 113

T 94

CR 140 Mahnomen

White Earth Western Boundary

Becker/Mahnomen County Line

CSAH 34 Becker

CSAH 34 Becker

CSAH 13 Mahnomen

295th Ave White Earth Lake

CSAH 37 Becker

TH 59

CR 109 Becker

TH 59

CSAH 44 Becker

Becker/Mahnomen County Line

CSAH 18 Becker

CSAH 14 Becker

TH 59

CSAH 21 Becker

CSAH 35 Becker

TH 59

CSAH 34 Becker

Becker/Mahnomen County Line

CSAH 28 Mahnomen

CSAH 143 Becker

CR 158

CSAH 21

Start 30MPH Zone Ogema

TH 59

CSAH 143 Becker

MN 113

CSAH 58 Becker

Becker/Clearwater County Line

White Earth Eastern Boundary

Ernster St

CSAH 14 Becker

CSAH 44 Becker

W Dakota St

3rd Ave

0

CSAH 34 Becker

CSAH 14 Becker

MN 92

CSAH 28 Clearwater

CR 120 Clearwater

CSAH 34 Clearwater

CSAH 36 Clearwater

MN 92

CSAH 34 Clearwater

White Earth Eastern Boundary

White Earth Northern Boundary

White Earth Eastern Boundary

MN 92

White Earth Northern Boundary

White Earth Northern Boundary

CSAH 28 Clearwater

MN 92

White Earth Eastern Boundary

White Earth Eastern Boundary

MN 200

White Earth Northern Boundary

MN 113

CSAH 1 Mahnomen

MN 113

CSAH 2 Mahnomen

0

CSAH 10 Mahnomen

CSAH 7 Mahnomen

220th Ave

TH 59

CSAH 12 Mahnomen

CSAH 11 Mahnomen

CSAH 6 Mahnomen

160th Ave

T 186

CSAH 4 Mahnomen

T 14

T8

CSAH 25 Mahnomen

CSAH 3 Mahnomen

CSAH 3 Mahnomen

TH 59

TH 59

5.3

3.5

5.0

4.5

4.0

2.7

8.5

0.1

1.5

2.4

0.4

3.3

8.0

1.0

7.3

3.0

9.8

6.6

9.1

4.2

2.4

8.0

4.0

6.8

3.5

0.5

5.9

10.4

5.3

8.2

7.2

0.4

0.5

4.0

0.4

0.4

0.1

0.5

0.9

1.9

10.1

2.0

1.0

5.6

1.0

2.5

4.0

3.1

4.0

7.0

9.5

6.9

4.0

8.7

4.9

4.0

10.4

11.6

3.0

0.2

1.0

1.6

0.4

2.0

1.2

1.0

2.0

3.4

2.0

1.8

1.6

1.0

5.0

2.0

3.0

1.6

2.1

4.7

1.0

2.0

100

55

120

160

65

160

35

20

80

65

255

300

60

160

590

590

590

250

1450

1000

65

970

590

2650

1500

1600

490

200

770

325

580

170

170

590

55

260

80

305

360

0

75

35

35

25

65

80

255

175

664

801

430

353

165

600

170

195

358

720

15

75

15

15

140

50

50

50

30

70

40

40

55

10

60

35

75

50

45

80

40

30

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Small Town

Rural

Rural

Rural

Rural

Rural

Small Town

Rural

Rural

Rural

Small Town

Small Town

Small Town

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

2-Lane Undivided

Null

Null

Null

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

Null

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

Null

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

Null

Null

Null

Null

Null

Null

Null

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

Null

Null

Null

Null

2-Lane Undivided

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Bituminous

Gravel

Gravel

Gravel

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Gravel

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Gravel

Gravel

Bituminous

Bituminous

Bituminous

Dirt/Unimproved

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Gravel

Gravel

Gravel

Gravel

Bituminous

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

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None

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None

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None

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None

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None

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None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

9

11

11

10

9

12

12

9

10

11

13

11

10

12

13

12

12

12

12

12

11

13

11

12

12

12

12

11

12

12

12

10

12

14

9

12

12

12

12

5

8

8

8

8

9

9

12

12

12

12

10

12

12

8

12

12

13

11

11

10

10

8

13

10

11

12

5

9

9

10

11

9

7

12

5

11

9

8

8

10

Null

0

4

Center

Edge Line

Line

Width (")

Width (")

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

4

Null

Null

Null

4

4

4

4

4

4

Null

0

4

4

4

4

4

0

4

4

4

0

4

4

Null

4

4

4

4

Null

Null

Null

Null

Null

Null

Null

0

4

4

4

4

0

Null

4

4

4

4

4

Null

Null

Null

Null

0

Null

Null

Null

Null

Null

Null

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Null

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4

Null

Null

Null

4

4

4

4

4

4

Null

0

4

4

4

0

4

0

4

4

4

0

4

4

Null

4

4

4

0

Null

Null

Null

Null

Null

Null

Null

0

4

4

4

4

0

Null

4

4

4

4

4

Null

Null

Null

Null

4

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

0

Gravel

Gravel/Grass

Gravel/Railing

Composite

1

2

3

4

Left Shoulder Type

Left Shoulder

Paved Width

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Null

Null

Null

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Composite

Null

Gravel

Gravel/Grass

Composite

Composite

Composite

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Composite

Gravel

Composite

Null

Composite

Composite

Composite

Gravel/Grass

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Gravel/Grass

Composite

Gravel/Grass

Composite

Gravel/Grass

Null

Gravel/Grass

Gravel/Grass

Composite

Composite

Gravel/Grass

Null

Null

Null

Null

Gravel/Grass

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

0

Null

Null

Null

0

0

0

0

0

0

Null

0

0

1

4

1

0

0

0

1

0

0

0

1

Null

0

4

4

0

Null

Null

Null

Null

Null

Null

Null

0

0

1

0

2

0

Null

0

0

3

1

0

Null

Null

Null

Null

0

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

2

3

4

6

8

Null

0

Gravel

Gravel/Grass

Gravel/Railing

Composite

1

2

3

4

2

3

4

6

8

Left

Right

Right

Shoulder

Shoulder Shoulder

Right Shoulder Type

Gravel

Paved

Gravel

Width

Width

Width

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

2

Null

Null

Null

2

2

1.5

2

0

0

Null

1

2

1

1.5

0

3

1.5

2

1

2

0

3

1

Null

0

0

0

1.5

Null

Null

Null

Null

Null

Null

Null

1

3

2

3

1.5

0

Null

2

3

1

2

1

Null

Null

Null

Null

1.5

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Null

Null

Null

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Composite

Null

Gravel

Gravel/Grass

Composite

Composite

Composite

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Composite

Gravel

Composite

Null

Composite

Gravel

Composite

Gravel/Grass

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Gravel/Grass

Composite

Gravel/Grass

Composite

Gravel/Grass

Null

Gravel/Grass

Gravel/Grass

Composite

Composite

Gravel/Grass

Null

Null

Null

Null

Gravel/Grass

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

0

Null

Null

Null

0

0

0

0

0

0

Null

0

0

1

4

1

0

0

0

1

0

0

0

1

Null

0

0

4

0

Null

Null

Null

Null

Null

Null

Null

0

0

1

0

2

0

Null

0

0

1

1

0

Null

Null

Null

Null

0

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

2

Null

Null

Null

3

3

1.5

2

0

0

Null

1

3

1

1.5

0

3

1.5

2

1.5

2

0

3

1

Null

0

8

0

1.5

Null

Null

Null

Null

Null

Null

Null

1

3

2

3

1.5

0

Null

2

3

2

1.5

1.5

Null

Null

Null

Null

1.5

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Raised

None

Null

Raised

None

Left Curb Type

Right Curb Type

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

None

Null

Null

Null

None

None

None

None

None

Raised

Null

None

None

None

None

Raised

None

None

None

None

None

Raised

None

None

Null

Raised

None

Raised

None

Null

Null

Null

Null

Null

Null

Null

None

None

None

None

None

None

Null

None

None

None

None

None

Null

Null

Null

Null

None

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

None

Null

Null

Null

None

None

None

None

None

Raised

Null

None

None

None

None

Raised

None

None

None

None

None

Raised

None

None

Null

Raised

None

Raised

None

Null

Null

Null

Null

Null

Null

Null

None

None

None

None

None

None

Null

None

None

None

None

None

Null

Null

Null

Null

None

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

White Earth Nation Tribal Transportation Safety Plan

Null

2-Lane Undivided

3-Lane, Center Turn Lane

2-Lane Undivided with Turn Lane(s)

Segment Data

December 8, 2023

Null

0

4

Segment Unique ID

Agency

From

To

Length

(miles)

AADT

Area Type

Number

of Lanes

Segment Design

Description

Surface Type

Median Type

Median Width

(ft)

Lane Width

Mahnomen CR 131.01

Mahnomen CR 132.01

Mahnomen CR 133.01

Mahnomen CR 134.01

Mahnomen CR 135.01

Mahnomen CR 136.01

Mahnomen CR 137.01

Mahnomen CR 138.01

Mahnomen CR 139.01

Mahnomen CR 140.01

Mahnomen CR 141.01

Mahnomen CR 142.01

Mahnomen CR 144.01

Mahnomen CR 227.01

Mahnomen CSAH 1.01

Mahnomen CSAH 1.02

Mahnomen CSAH 1.03

Mahnomen CSAH 10.01

Mahnomen CSAH 10.02

Mahnomen CSAH 10.03

Mahnomen CSAH 10.04

Mahnomen CSAH 10.05

Mahnomen CSAH 11.01

Mahnomen CSAH 12.01

Mahnomen CSAH 12.02

Mahnomen CSAH 13.01

Mahnomen CSAH 13.02

Mahnomen CSAH 14.01

Mahnomen CSAH 15.01

Mahnomen CSAH 16.01

Mahnomen CSAH 17.01

Mahnomen CSAH 19.01

Mahnomen CSAH 2.01

Mahnomen CSAH 2.02

Mahnomen CSAH 20.01

Mahnomen CSAH 21.01

Mahnomen CSAH 22.01

Mahnomen CSAH 25.01

Mahnomen CSAH 25.02

Mahnomen CSAH 26.01

Mahnomen CSAH 3.01

Mahnomen CSAH 3.02

Mahnomen CSAH 4.01

Mahnomen CSAH 4.02

Mahnomen CSAH 4.03

Mahnomen CSAH 4.04

Mahnomen CSAH 4.05

Mahnomen CSAH 4.06

Mahnomen CSAH 5.01

Mahnomen CSAH 5.02

Mahnomen CSAH 6.01

Mahnomen CSAH 6.02

Mahnomen CSAH 7.01

Mahnomen CSAH 8.01

Mahnomen CSAH 9.01

Mahnomen CSAH 9.02

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

MN 200

CSAH 3 Mahnomen

T 69

TH 59

MN 200

MN 200

CSAH 9 Mahnomen

CSAH 3 Mahnomen

CSAH 21 Becker

CSAH 9 Mahnomen

CSAH 1 Mahnomen

CR 107 Becker

Becker/Mahnomen County Line

MN 200

White Earth Western Boundary

TH 59

CSAH 3 Mahnomen

MN 113

CSAH 19 Mahnomen

CSAH 12 Mahnomen

CSAH 6 Mahnomen

Start 30MPH Zone Mahnomen

TH 59

CSAH 10 Mahnomen

TH 59

CSAH 28 Becker

CSAH 21 Becker

CSAH 3 Mahnomen

CSAH 1 Mahnomen

MN 200

MN 113

White Earth Western Boundary

CSAH 11 Mahnomen

MN 200

TH 59

0

CSAH 9 Mahnomen

CSAH 5 Mahnomen

TH 59

MN 113

MN 113

MN 200

MN 113

Start 30MPH Zone Twin Lakes

End 30MPH Zone Twin Lakes

Start 30MPH Zone Naytahwaush

End 30MPH Zone

MN 200

White Earth Western Boundary

Start 30MPH Zone Mahnomen

White Earth Western Boundary

TH 59

CSAH 1 Mahnomen

MN 200

CSAH 10 Mahnomen

MN 200

CSAH 2 Mahnomen

CSAH 3 Mahnomen

CSAH 3 Mahnomen

CSAH 1 Mahnomen

210th St

White Earth Western Boundary

CR 130 Mahnomen

Bliss Rd

CR 144 Mahnomen

180th St

CSAH 2 Mahnomen

MN 113

MN 113

CSAH 9 Mahnomen

TH 59

CSAH 3 Mahnomen

CSAH 15 Mahnomen

CSAH 19 Mahnomen

CSAH 12 Mahnomen

CSAH 6 Mahnomen

Start 30MPH Zone Mahnomen

CSAH 5 Mahnomen

CSAH 3 Mahnomen

TH 59

CSAH 13 Mahnomen

CSAH 21 Becker

MN 113

CSAH 4 Mahnomen

White Earth Northern Boundary

CSAH 7 Clearwater

TH 59

CSAH 10 Mahnomen

MN 200

White Earth Northern Boundary

MN 200

0

TH 59

TH 59

Mn 200

CSAH 12 Mahnomen

MN 200

White Earth Northern Boundary

Start 40MPH Zone Twin Lakes

End 30MPH Zone Twin Lakes

Start 30MPH Zone Naytahwaush

End 30MPH Zone Naytahwaush

MN 200

White Earth Northern Boundary

Start 30MPH Zone Mahnomen

CSAH 10 Mahnomen

TH 59

CSAH 4 Mahnomen

White Earth Northern Boundary

CSAH 42 Norman

MN 200

White Earth Western Boundary

2.0

4.4

4.0

3.0

1.0

3.3

3.0

4.3

4.5

1.1

2.7

2.0

2.5

1.0

4.3

10.0

8.1

2.0

1.0

2.0

5.8

0.5

7.0

4.0

8.2

2.6

2.1

7.3

5.4

1.0

1.0

1.3

3.0

15.1

0.7

0.2

0.4

0.3

2.3

2.0

11.0

15.0

6.7

0.9

1.0

0.7

4.1

13.0

6.2

0.6

6.3

13.1

4.4

4.0

1.0

7.3

5

60

35

60

50

40

35

70

165

15

20

25

190

55

305

280

165

80

80

80

1150

1850

335

25

20

50

770

35

120

780

710

20

130

130

1650

245

25

3050

435

40

345

265

950

950

950

950

950

570

350

880

395

445

50

70

1000

590

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Small Town

Rural

Rural

Rural

Rural

Rural

Small Town

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Small Town

Rural

Rural

Rural

Small Town

Small Town

Rural

Small Town

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Small Town

Rural

Rural

Rural

Rural

Small Town

Rural

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

Null

Null

Null

Null

Null

Null

Null

Null

2-Lane Undivided

Null

Null

Null

Null

Null

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

Null

Null

Null

2-Lane Undivided

Null

Null

2-Lane Undivided

2-Lane Undivided

Null

Null

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

Null

2-Lane Undivided

2-Lane Undivided

Null

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

2-Lane Undivided

Null

Null

2-Lane Undivided

2-Lane Undivided

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Bituminous

Gravel

Gravel

Gravel

Gravel

Gravel

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Gravel

Gravel

Gravel

Bituminous

Gravel

Gravel

Bituminous

Bituminous

Gravel

Gravel

Bituminous

Bituminous

Bituminous

Gravel

Bituminous

Gravel

Gravel

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Gravel

Gravel

Bituminous

Bituminous

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

None

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

8

12

9

8

6

8

10

5

11

10

8

10

9

12

12

12

12

11

12

12

12

12

12

11

11

10

12

10

12

12

11

9

9

12

11

12

12

12

12

17

12

11

12

12

12

12

12

12

12

12

8

12

12

10

12

11

Null

0

4

Center

Edge Line

Line

Width (")

Width (")

Null

Null

Null

Null

Null

Null

Null

Null

4

Null

Null

Null

Null

Null

4

4

4

4

Null

4

4

4

4

Null

Null

Null

4

Null

Null

4

4

Null

Null

4

0

0

Null

0

0

Null

4

4

4

4

4

4

4

4

4

4

4

4

Null

Null

4

4

Null

Null

Null

Null

Null

Null

Null

Null

4

Null

Null

Null

Null

Null

4

4

4

4

Null

4

4

4

4

Null

Null

Null

4

Null

Null

4

0

Null

Null

4

0

0

Null

0

0

Null

4

4

4

4

4

4

4

4

4

4

4

4

Null

Null

4

4

0

Gravel

Gravel/Grass

Gravel/Railing

Composite

1

2

3

4

Left Shoulder Type

Left Shoulder

Paved Width

Null

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Null

Null

Null

Null

Null

Composite

Composite

Gravel/Grass

Gravel/Grass

Null

Gravel/Grass

Composite

Composite

Composite

Null

Null

Null

Gravel/Grass

Null

Null

Gravel/Grass

Composite

Null

Gravel/Grass

Gravel/Grass

Composite

Gravel

Null

Composite

Composite

Null

Gravel/Grass

Gravel/Grass

Gravel/Grass

Composite

Composite

Composite

Composite

Composite

Gravel/Grass

Composite

Gravel/Grass

Composite

Null

Null

Composite

Composite

Null

Null

Null

Null

Null

Null

Null

Null

0

Null

Null

Null

Null

Null

0

0

0

0

Null

0

2

0

2

Null

Null

Null

0

Null

Null

0

0

Null

Null

0

0

0

Null

2

0

Null

0

0

0

4

4

2

2

0

0

2

0

0

Null

Null

4

4

2

3

4

6

8

Null

0

Gravel

Gravel/Grass

Gravel/Railing

Composite

1

2

3

4

2

3

4

6

8

Left

Right

Right

Shoulder

Shoulder Shoulder

Right Shoulder Type

Gravel

Paved

Gravel

Width

Width

Width

Null

Null

Null

Null

Null

Null

Null

Null

1.5

Null

Null

Null

Null

Null

0

0

3

2

Null

2

2

1

1

Null

Null

Null

1

Null

Null

1.5

0

Null

Null

3

0

3

Null

0

0

Null

3

1

1.5

1

1.5

1.5

4

1

3

0

3

2

Null

Null

0

1.5

Null

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Null

Null

Null

Null

Null

Composite

Composite

Gravel/Grass

Gravel/Grass

Null

Gravel/Grass

Composite

Composite

Composite

Null

Null

Null

Gravel/Grass

Null

Null

Gravel/Grass

Composite

Null

Null

Gravel/Grass

Gravel

Composite

Null

Composite

Composite

Null

Gravel/Grass

Gravel/Grass

Gravel/Grass

Composite

Composite

Composite

Composite

Composite

Gravel/Grass

Composite

Gravel/Grass

Composite

Null

Null

Composite

Composite

Null

Null

Null

Null

Null

Null

Null

Null

0

Null

Null

Null

Null

Null

0

0

0

0

Null

0

2

0

2

Null

Null

Null

0

Null

Null

0

0

Null

Null

0

0

0

Null

2

0

Null

0

0

0

3

4

2

2

0

0

2

0

0

Null

Null

4

4

Null

Null

Null

Null

Null

Null

Null

Null

1.5

Null

Null

Null

Null

Null

0

0

3

2

Null

2

2

0

1

Null

Null

Null

1

Null

Null

1.5

0

Null

Null

3

4

0

Null

0

0

Null

3

1

1.5

1

1.5

1.5

4

1.5

4

0

1.5

2

Null

Null

0

1.5

Null

Raised

None

Null

Raised

None

Left Curb Type

Right Curb Type

Null

Null

Null

Null

Null

Null

Null

Null

None

Null

Null

Null

Null

Null

Raised

Raised

None

None

Null

None

None

None

None

Null

Null

Null

None

Null

Null

None

Raised

Null

Null

None

Raised

None

Null

Raised

Raised

Null

None

None

None

None

None

None

None

None

None

Raised

None

None

Null

Null

Raised

None

Null

Null

Null

Null

Null

Null

Null

Null

None

Null

Null

Null

Null

Null

Raised

Raised

None

None

Null

None

None

Raised

None

Null

Null

Null

None

Null

Null

None

Raised

Null

None

None

None

Raised

Null

Raised

Raised

Null

None

None

None

None

None

None

None

None

None

Raised

None

None

Null

Null

Raised

None

1

2

3

4

White Earth Nation Tribal Transportation Safety Plan

Segment Data

December 8, 2023

Null

Yes

No

Null

Yes

No

Segment Unique ID

Agency

From

To

Existing

Edgeline

Rumbe

Strips

Existing

Centerline

Rumble

Strips

Road

Access

Commercial

Access

Residential

Access

Field Access

Total

Access

Access

Density

Becker CR 105.01

Becker CR 107.01

Becker CR 109.01

Becker CR 110.01

Becker CR 111.01

Becker CR 112.01

Becker CR 129.01

Becker CR 142.01

Becker CR 153.01

Becker CR 155.01

Becker CR 156.01

Becker CR 158.01

Becker CR 159.01

Becker CSAH 13.01

Becker CSAH 14.01

Becker CSAH 14.02

Becker CSAH 143.01

Becker CSAH 18.01

Becker CSAH 21.01

Becker CSAH 21.02

Becker CSAH 28.01

Becker CSAH 34.01

Becker CSAH 34.02

Becker CSAH 34.03

Becker CSAH 34.04

Becker CSAH 34.05

Becker CSAH 35.01

Becker CSAH 35.02

Becker CSAH 37.01

Becker CSAH 37.02

Becker CSAH 44.01

Becker CSAH 52.01

Becker CSAH 52.02

Becker CSAH 58.01

Becker CSAH 83.01

Becker CSAH 84.01

Becker CSAH 85.01

Becker CSAH 86.01

Becker CSAH 9.01

Clearwater CR 102.01

Clearwater CR 103.01

Clearwater CR 104.01

Clearwater CR 104.02

Clearwater CR 105.01

Clearwater CR 113.01

Clearwater CR 120.01

Clearwater CSAH 13.01

Clearwater CSAH 25.01

Clearwater CSAH 26.01

Clearwater CSAH 27.01

Clearwater CSAH 28.01

Clearwater CSAH 30.01

Clearwater CSAH 34.01

Clearwater CSAH 35.01

Clearwater CSAH 36.01

Clearwater CSAH 37.01

Clearwater CSAH 39.01

Clearwater CSAH 7.01

Mahnomen CR 100.01

Mahnomen CR 101.01

Mahnomen CR 102.01

Mahnomen CR 103.01

Mahnomen CR 104.01

Mahnomen CR 106.01

Mahnomen CR 107.01

Mahnomen CR 107.02

Mahnomen CR 111.01

Mahnomen CR 113.01

Mahnomen CR 116.01

Mahnomen CR 118.01

Mahnomen CR 119.01

Mahnomen CR 121.01

Mahnomen CR 122.01

Mahnomen CR 123.01

Mahnomen CR 124.01

Mahnomen CR 125.01

Mahnomen CR 127.01

Mahnomen CR 128.01

Mahnomen CR 129.01

Mahnomen CR 130.01

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Becker County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Clearwater County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

CSAH 14 Becker

CSAH 18 Becker

CSAH 21 Becker

CSAH 21 Becker

CSAH 34 Becker

CSAH 21 Becker

280th St Pine Point

CP RR

TH 59

CR 159 Becker

CR 156 Becker

CSAH 34 Becker

CSAH 14 Becker

White Earth Southern Boundary

Western White Earth Boundary

TH 59

CSAH 34 Becker

White Earth Western Boundary

White Earth Southern Boundary

CSAH 34 Becker

TH 59

White Earth Southern Boundary

CSAH 143 Becker

CR 158

CSAH 21

Start 30MPH Zone Ogema

CSAH 37 Becker

CSAH 143 Becker

White Earth Southern Boundary

CSAH 58 Becker

White Earth Southern Boundary

TH 59

Ernster St

CSAH 37 Becker

TH 59

CSAH 83 Becker

0

TH 59

White Earth Western Boundary

171st Ave

MN 200

CSAH 35 Clearwater

CR 104 T Intersection Clearwater

MN 92

CR 103 Clearwater

CSAH 7 Clearwater

MN 92

CSAH 28 Clearwater

MN 92

CSAH 7 Clearwater

CSAH 7 Clearwater

MN 92

CSAH 35 Clearwater

CSAH 7 Clearwater

MN 92

MN 200/92

Becker/Clearwater County Line

CSAH 16 Mahnomen

CSAH 13 Mahnomen

T 55 Mahnomen

110th Ave

T 1022 Polk

CSAH 4 Mahnomen

CSAH 6 Mahnomen

White Earth Western Boundary

CSAH 7 Mahnomen

T 315

MN 113

CSAH 6 Mahnomen

CSAH 12 Mahnomen

TH 59

CR 125 Mahnomen

MN 200

CSAH 1 Mahnomen

CSAH 3 Mahnomen

TH 59

CSAH 11 Mahnomen

MN 113

T 94

CR 140 Mahnomen

White Earth Western Boundary

Becker/Mahnomen County Line

CSAH 34 Becker

CSAH 34 Becker

CSAH 13 Mahnomen

295th Ave White Earth Lake

CSAH 37 Becker

TH 59

CR 109 Becker

TH 59

CSAH 44 Becker

Becker/Mahnomen County Line

CSAH 18 Becker

CSAH 14 Becker

TH 59

CSAH 21 Becker

CSAH 35 Becker

TH 59

CSAH 34 Becker

Becker/Mahnomen County Line

CSAH 28 Mahnomen

CSAH 143 Becker

CR 158

CSAH 21

Start 30MPH Zone Ogema

TH 59

CSAH 143 Becker

MN 113

CSAH 58 Becker

Becker/Clearwater County Line

White Earth Eastern Boundary

Ernster St

CSAH 14 Becker

CSAH 44 Becker

W Dakota St

3rd Ave

0

CSAH 34 Becker

CSAH 14 Becker

MN 92

CSAH 28 Clearwater

CR 120 Clearwater

CSAH 34 Clearwater

CSAH 36 Clearwater

MN 92

CSAH 34 Clearwater

White Earth Eastern Boundary

White Earth Northern Boundary

White Earth Eastern Boundary

MN 92

White Earth Northern Boundary

White Earth Northern Boundary

CSAH 28 Clearwater

MN 92

White Earth Eastern Boundary

White Earth Eastern Boundary

MN 200

White Earth Northern Boundary

MN 113

CSAH 1 Mahnomen

MN 113

CSAH 2 Mahnomen

0

CSAH 10 Mahnomen

CSAH 7 Mahnomen

220th Ave

TH 59

CSAH 12 Mahnomen

CSAH 11 Mahnomen

CSAH 6 Mahnomen

160th Ave

T 186

CSAH 4 Mahnomen

T 14

T8

CSAH 25 Mahnomen

CSAH 3 Mahnomen

CSAH 3 Mahnomen

TH 59

TH 59

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

No

Null

Null

Null

No

No

No

No

No

No

Null

No

No

No

Yes

No

No

No

No

No

No

No

No

No

Null

No

No

No

No

Null

Null

Null

Null

Null

Null

Null

No

No

No

No

No

No

Null

No

No

No

No

No

Null

Null

Null

Null

No

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

No

Null

Null

Null

No

No

No

No

No

No

Null

No

No

No

No

No

No

No

No

No

No

No

No

No

Null

No

No

No

No

Null

Null

Null

Null

Null

Null

Null

No

No

No

No

No

No

Null

No

No

No

No

No

Null

Null

Null

Null

No

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

4

4

6

8

5

3

14

1

3

2

2

7

11

2

11

3

11

7

17

10

3

16

13

18

8

8

10

12

6

12

10

8

2

5

4

8

3

4

1

4

17

3

2

10

4

4

5

3

6

12

9

9

7

17

5

3

18

15

4

3

2

3

1

4

4

2

2

6

1

1

3

1

2

2

2

3

4

5

2

3

0

0

0

0

2

1

1

2

0

0

0

1

0

0

2

1

0

0

5

3

0

0

1

0

3

4

3

1

2

1

0

1

1

0

1

6

3

0

0

0

1

0

0

0

0

0

0

0

1

3

3

1

0

4

0

2

2

0

0

0

0

0

0

4

0

0

0

0

1

0

0

0

0

0

0

0

0

0

0

0

5

5

16

23

12

8

15

0

2

6

0

15

4

0

15

6

35

14

27

35

7

84

26

43

9

5

18

44

13

2

13

11

0

6

0

14

0

27

3

10

27

8

1

22

8

9

26

11

32

34

32

31

7

47

19

16

16

43

4

2

1

3

10

1

1

4

0

8

2

2

5

0

18

6

9

1

2

18

0

4

18

17

20

16

18

7

32

0

8

8

3

2

37

7

36

18

18

32

54

22

2

20

10

19

13

1

11

7

26

41

32

0

4

39

4

0

0

3

7

4

26

4

4

19

3

8

7

12

12

28

44

40

22

21

11

17

33

50

10

0

4

3

1

6

2

4

3

15

5

14

8

7

15

3

13

4

5

17

1

6

23

22

36

39

32

16

48

2

10

14

3

18

41

7

53

25

53

46

86

60

9

104

37

62

25

10

32

52

41

44

45

12

5

45

5

20

3

30

10

14

54

12

5

41

11

17

33

23

45

65

79

72

29

72

30

35

51

93

14

2

5

6

11

11

3

8

3

23

8

16

13

7

33

9

22

5

7

35

1

10

4.3

6.3

7.2

8.7

8.1

6.0

5.7

15.4

6.7

5.7

6.7

5.5

5.1

6.9

7.3

8.3

5.4

7.0

9.4

14.4

3.7

13.0

9.2

9.1

7.2

20.4

5.4

5.0

7.7

5.3

6.3

27.9

10.0

11.2

12.3

53.9

29.6

55.2

11.4

7.2

5.3

6.1

5.0

7.4

11.0

6.9

8.3

7.4

11.3

9.3

8.3

10.4

7.3

8.3

6.1

8.7

4.9

8.0

4.7

8.6

5.0

3.8

29.7

5.5

2.4

8.0

1.5

6.7

4.0

8.9

8.3

6.8

6.5

4.5

7.2

3.2

3.4

7.5

1.0

5.0

1

2S

2C

3

Number

Edge Risk

Number of Critical

Edge Risk

Value

of Curves Radius

Curves

0

0

0

0

0

0

0

0

0

0

2

0

0

0

1

2

3

2

2

1

0

4

3

1

3

1

2

4

2

2

2

1

2

2

0

1

3

1

2

0

0

0

0

0

0

0

2

2

2

2

1

2

0

2

2

1

2

2

0

0

0

0

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

2S

Null

Null

Null

1

2S

2C

2S

2S

1

Null

3

2C

1

2C

1

2S

3

2S

2S

2S

1

2S

2S

Null

1

2C

1

2S

Null

Null

Null

Null

Null

Null

Null

2S

2S

2S

2S

1

2S

Null

2S

2S

1

2S

2S

Null

Null

Null

Null

3

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

0

4

0

8

0

5

1

0

0

0

0

6

0

0

0

0

16

0

4

13

0

12

0

8

4

1

13

26

4

13

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2

6

2

0

10

4

0

12

7

0

0

0

0

0

0

0

0

2

2

0

0

0

0

4

0

3

0

0

0

0

0

0

4

0

8

0

4

0

0

0

0

0

2

0

0

0

0

13

0

3

7

0

6

0

2

2

1

11

17

2

7

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

2

3

1

0

4

2

0

1

2

0

0

0

0

0

0

0

0

0

2

0

0

0

0

0

0

2

0

0

0

0

0

1

2

3

4

White Earth Nation Tribal Transportation Safety Plan

Segment Data

December 8, 2023

Null

Yes

No

Null

Yes

No

Segment Unique ID

Agency

From

To

Existing

Edgeline

Rumbe

Strips

Existing

Centerline

Rumble

Strips

Road

Access

Commercial

Access

Residential

Access

Field Access

Total

Access

Access

Density

Mahnomen CR 131.01

Mahnomen CR 132.01

Mahnomen CR 133.01

Mahnomen CR 134.01

Mahnomen CR 135.01

Mahnomen CR 136.01

Mahnomen CR 137.01

Mahnomen CR 138.01

Mahnomen CR 139.01

Mahnomen CR 140.01

Mahnomen CR 141.01

Mahnomen CR 142.01

Mahnomen CR 144.01

Mahnomen CR 227.01

Mahnomen CSAH 1.01

Mahnomen CSAH 1.02

Mahnomen CSAH 1.03

Mahnomen CSAH 10.01

Mahnomen CSAH 10.02

Mahnomen CSAH 10.03

Mahnomen CSAH 10.04

Mahnomen CSAH 10.05

Mahnomen CSAH 11.01

Mahnomen CSAH 12.01

Mahnomen CSAH 12.02

Mahnomen CSAH 13.01

Mahnomen CSAH 13.02

Mahnomen CSAH 14.01

Mahnomen CSAH 15.01

Mahnomen CSAH 16.01

Mahnomen CSAH 17.01

Mahnomen CSAH 19.01

Mahnomen CSAH 2.01

Mahnomen CSAH 2.02

Mahnomen CSAH 20.01

Mahnomen CSAH 21.01

Mahnomen CSAH 22.01

Mahnomen CSAH 25.01

Mahnomen CSAH 25.02

Mahnomen CSAH 26.01

Mahnomen CSAH 3.01

Mahnomen CSAH 3.02

Mahnomen CSAH 4.01

Mahnomen CSAH 4.02

Mahnomen CSAH 4.03

Mahnomen CSAH 4.04

Mahnomen CSAH 4.05

Mahnomen CSAH 4.06

Mahnomen CSAH 5.01

Mahnomen CSAH 5.02

Mahnomen CSAH 6.01

Mahnomen CSAH 6.02

Mahnomen CSAH 7.01

Mahnomen CSAH 8.01

Mahnomen CSAH 9.01

Mahnomen CSAH 9.02

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

Mahnomen County

MN 200

CSAH 3 Mahnomen

T 69

TH 59

MN 200

MN 200

CSAH 9 Mahnomen

CSAH 3 Mahnomen

CSAH 21 Becker

CSAH 9 Mahnomen

CSAH 1 Mahnomen

CR 107 Becker

Becker/Mahnomen County Line

MN 200

White Earth Western Boundary

TH 59

CSAH 3 Mahnomen

MN 113

CSAH 19 Mahnomen

CSAH 12 Mahnomen

CSAH 6 Mahnomen

Start 30MPH Zone Mahnomen

TH 59

CSAH 10 Mahnomen

TH 59

CSAH 28 Becker

CSAH 21 Becker

CSAH 3 Mahnomen

CSAH 1 Mahnomen

MN 200

MN 113

White Earth Western Boundary

CSAH 11 Mahnomen

MN 200

TH 59

0

CSAH 9 Mahnomen

CSAH 5 Mahnomen

TH 59

MN 113

MN 113

MN 200

MN 113

Start 30MPH Zone Twin Lakes

End 30MPH Zone Twin Lakes

Start 30MPH Zone Naytahwaush

End 30MPH Zone

MN 200

White Earth Western Boundary

Start 30MPH Zone Mahnomen

White Earth Western Boundary

TH 59

CSAH 1 Mahnomen

MN 200

CSAH 10 Mahnomen

MN 200

CSAH 2 Mahnomen

CSAH 3 Mahnomen

CSAH 3 Mahnomen

CSAH 1 Mahnomen

210th St

White Earth Western Boundary

CR 130 Mahnomen

Bliss Rd

CR 144 Mahnomen

180th St

CSAH 2 Mahnomen

MN 113

MN 113

CSAH 9 Mahnomen

TH 59

CSAH 3 Mahnomen

CSAH 15 Mahnomen

CSAH 19 Mahnomen

CSAH 12 Mahnomen

CSAH 6 Mahnomen

Start 30MPH Zone Mahnomen

CSAH 5 Mahnomen

CSAH 3 Mahnomen

TH 59

CSAH 13 Mahnomen

CSAH 21 Becker

MN 113

CSAH 4 Mahnomen

White Earth Northern Boundary

CSAH 7 Clearwater

TH 59

CSAH 10 Mahnomen

MN 200

White Earth Northern Boundary

MN 200

0

TH 59

TH 59

Mn 200

CSAH 12 Mahnomen

MN 200

White Earth Northern Boundary

Start 40MPH Zone Twin Lakes

End 30MPH Zone Twin Lakes

Start 30MPH Zone Naytahwaush

End 30MPH Zone Naytahwaush

MN 200

White Earth Northern Boundary

Start 30MPH Zone Mahnomen

CSAH 10 Mahnomen

TH 59

CSAH 4 Mahnomen

White Earth Northern Boundary

CSAH 42 Norman

MN 200

White Earth Western Boundary

Null

Null

Null

Null

Null

Null

Null

Null

No

Null

Null

Null

Null

Null

No

No

No

No

Null

No

No

No

No

Null

Null

Null

No

Null

Null

No

No

Null

Null

No

No

No

Null

No

No

Null

No

No

No

No

No

No

No

Yes

No

No

No

No

Null

Null

No

No

Null

Null

Null

Null

Null

Null

Null

Null

No

Null

Null

Null

Null

Null

No

No

No

No

Null

No

No

No

No

Null

Null

Null

No

Null

Null

No

No

Null

Null

No

No

No

Null

No

No

Null

No

No

No

No

No

No

No

No

No

No

No

No

Null

Null

No

No

3

4

5

4

2

4

3

2

11

2

2

2

4

2

5

16

6

2

2

2

11

7

6

3

12

3

3

7

8

1

15

1

5

13

10

6

2

5

8

2

11

25

16

7

1

4

4

18

9

6

10

13

6

5

15

10

0

1

0

0

0

0

1

0

1

0

0

0

1

0

2

0

0

0

0

0

0

6

2

0

0

0

1

0

2

2

19

0

0

0

6

0

0

2

5

0

2

3

0

3

0

8

2

0

2

3

0

0

0

0

3

0

2

13

4

4

4

4

1

16

17

1

5

0

7

2

10

18

18

3

3

5

13

4

9

7

11

8

6

9

18

4

31

0

4

15

12

8

0

6

12

1

32

39

33

32

1

8

22

62

12

27

5

22

7

5

15

8

10

12

8

12

3

8

6

25

15

0

5

4

8

3

21

48

37

10

2

9

25

0

31

15

20

5

12

15

21

2

2

8

4

62

0

0

2

0

3

8

61

76

11

3

3

4

11

41

17

0

26

45

23

5

0

21

12

26

12

16

7

12

8

41

33

1

10

4

16

5

33

66

55

13

5

14

38

10

42

22

31

13

19

24

41

8

52

8

8

77

18

8

2

8

20

9

95

118

44

38

4

20

35

103

31

30

31

67

30

10

18

29

6.1

5.9

3.0

5.4

7.0

3.7

2.7

9.4

7.3

0.9

3.7

2.0

6.4

5.0

7.7

6.6

6.8

6.5

5.0

7.0

6.5

20.7

6.0

5.5

3.8

5.0

8.9

3.3

7.6

8.0

52.1

6.3

2.7

5.1

25.7

36.6

4.5

24.3

8.7

4.5

8.6

7.9

6.5

44.4

4.1

26.8

8.5

7.9

5.0

52.6

4.9

5.1

6.9

2.5

18.4

4.0

1

2S

2C

3

Number

Edge Risk

Number of Critical

Edge Risk

Value

of Curves Radius

Curves

0

0

0

0

0

0

0

0

4

0

0

0

0

0

2

2

2

2

0

2

1

3

1

0

0

0

2

0

0

4

3

0

2

2

3

2

0

1

1

0

1

2

1

1

1

1

1

1

1

1

1

1

0

0

1

1

Null

Null

Null

Null

Null

Null

Null

Null

3

Null

Null

Null

Null

Null

2S

2S

2S

2S

Null

2S

1

2C

1

Null

Null

Null

2S

Null

Null

3

2C

Null

2S

2S

2C

2S

Null

1

1

Null

1

2S

1

1

1

1

1

1

1

1

1

1

Null

Null

1

1

0

0

0

0

0

0

0

0

9

3

4

0

16

0

0

0

9

0

0

0

3

0

0

0

7

0

3

7

8

0

0

0

0

6

0

0

0

0

0

0

12

12

8

2

2

0

1

7

7

4

0

9

0

0

0

0

0

0

0

0

0

0

0

0

6

0

3

0

3

0

0

0

7

0

0

0

1

0

0

0

4

1

2

6

3

0

0

0

0

5

0

0

0

0

0

0

8

10

3

1

0

0

1

5

5

2

0

1

0

0

0

0

White Earth Nation Tribal Transportation Safety Plan

Rural 2-Lane Segment Data Summary

December 8, 2023

1

4

5

9

13

6

7

46

77

Segment ID

From

To

Area Type

Surface Type

Length

AADT

Access

Density

Lane

Departure

Crash

Density

Becker CR 105.01

Becker CR 107.01

Becker CR 109.01

Becker CR 110.01

Becker CR 111.01

Becker CR 112.01

Becker CR 129.01

Becker CR 142.01

Becker CR 153.01

Becker CR 155.01

Becker CR 156.01

Becker CR 158.01

Becker CR 159.01

Becker CSAH 13.01

Becker CSAH 14.01

Becker CSAH 14.02

Becker CSAH 143.01

Becker CSAH 18.01

Becker CSAH 21.01

Becker CSAH 21.02

Becker CSAH 28.01

Becker CSAH 34.01

Becker CSAH 34.02

Becker CSAH 34.03

Becker CSAH 34.04

Becker CSAH 35.01

Becker CSAH 35.02

Becker CSAH 37.01

Becker CSAH 37.02

Becker CSAH 44.01

Becker CSAH 52.02

Becker CSAH 58.01

Becker CSAH 83.01

Becker CSAH 9.01

Clearwater CR 102.01

Clearwater CR 103.01

Clearwater CR 104.01

Clearwater CR 104.02

Clearwater CR 105.01

Clearwater CR 113.01

Clearwater CR 120.01

Clearwater CSAH 13.01

Clearwater CSAH 25.01

Clearwater CSAH 26.01

Clearwater CSAH 27.01

Clearwater CSAH 28.01

Clearwater CSAH 30.01

Clearwater CSAH 34.01

Clearwater CSAH 35.01

Clearwater CSAH 36.01

Clearwater CSAH 37.01

Clearwater CSAH 39.01

Clearwater CSAH 7.01

Mahnomen CR 100.01

Mahnomen CR 101.01

CSAH 14 Becker

CSAH 18 Becker

CSAH 21 Becker

CSAH 21 Becker

CSAH 34 Becker

CSAH 21 Becker

280th St Pine Point

CP RR

TH 59

CR 159 Becker

CR 156 Becker

CSAH 34 Becker

CSAH 14 Becker

White Earth Southern Boundary

Western White Earth Boundary

TH 59

CSAH 34 Becker

White Earth Western Boundary

White Earth Southern Boundary

CSAH 34 Becker

TH 59

White Earth Southern Boundary

CSAH 143 Becker

CR 158

CSAH 21

CSAH 37 Becker

CSAH 143 Becker

White Earth Southern Boundary

CSAH 58 Becker

White Earth Southern Boundary

Ernster St

CSAH 37 Becker

TH 59

White Earth Western Boundary

171st Ave

MN 200

CSAH 35 Clearwater

CR 104 T Intersection Clearwater

MN 92

CR 103 Clearwater

CSAH 7 Clearwater

MN 92

CSAH 28 Clearwater

MN 92

CSAH 7 Clearwater

CSAH 7 Clearwater

MN 92

CSAH 35 Clearwater

CSAH 7 Clearwater

MN 92

MN 200/92

Becker/Clearwater County Line

CSAH 16 Mahnomen

CSAH 13 Mahnomen

T 55 Mahnomen

White Earth Western Boundary

Becker/Mahnomen County Line

CSAH 34 Becker

CSAH 34 Becker

CSAH 13 Mahnomen

295th Ave White Earth Lake

CSAH 37 Becker

TH 59

CR 109 Becker

TH 59

CSAH 44 Becker

Becker/Mahnomen County Line

CSAH 18 Becker

CSAH 14 Becker

TH 59

CSAH 21 Becker

CSAH 35 Becker

TH 59

CSAH 34 Becker

Becker/Mahnomen County Line

CSAH 28 Mahnomen

CSAH 143 Becker

CR 158

CSAH 21

Start 30MPH Zone Ogema

CSAH 143 Becker

MN 113

CSAH 58 Becker

Becker/Clearwater County Line

White Earth Eastern Boundary

CSAH 14 Becker

CSAH 44 Becker

W Dakota St

CSAH 14 Becker

MN 92

CSAH 28 Clearwater

CR 120 Clearwater

CSAH 34 Clearwater

CSAH 36 Clearwater

MN 92

CSAH 34 Clearwater

White Earth Eastern Boundary

White Earth Northern Boundary

White Earth Eastern Boundary

MN 92

White Earth Northern Boundary

White Earth Northern Boundary

CSAH 28 Clearwater

MN 92

White Earth Eastern Boundary

White Earth Eastern Boundary

MN 200

White Earth Northern Boundary

MN 113

CSAH 1 Mahnomen

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Rural

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Bituminous

Gravel

Gravel

Gravel

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Gravel

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Gravel

Bituminous

Dirt/Unimproved

Gravel

Gravel

Gravel

Gravel

Gravel

Gravel

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Bituminous

Gravel

Gravel

5.3

3.5

5.0

4.5

4.0

2.7

8.5

0.1

1.5

2.4

0.4

3.3

8.0

1.0

7.3

3.0

9.8

6.6

9.1

4.2

2.4

8.0

4.0

6.8

3.5

5.9

10.4

5.3

8.2

7.2

0.5

4.0

0.4

0.9

1.9

10.1

2.0

1.0

5.6

1.0

2.5

4.0

3.1

4.0

7.0

9.5

6.9

4.0

8.7

4.9

4.0

10.4

11.6

3.0

0.2

100

55

120

160

65

160

35

20

80

65

255

300

60

160

590

590

590

250

1450

1000

65

970

590

2650

1500

490

200

770

325

580

170

590

55

360

0

75

35

35

25

65

80

255

175

664

801

430

353

165

600

170

195

358

720

15

75

4.3

6.3

7.2

8.7

8.1

6.0

5.7

15.4

6.7

5.7

6.7

5.5

5.1

6.9

7.3

8.3

5.4

7.0

9.4

14.4

3.7

13.0

9.2

9.1

7.2

5.4

5.0

7.7

5.3

6.3

10.0

11.2

12.3

11.4

7.2

5.3

6.1

5.0

7.4

11.0

6.9

8.3

7.4

11.3

9.3

8.3

10.4

7.3

8.3

6.1

8.7

4.9

8.0

4.7

8.6

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.4

0.1

0.0

0.0

0.0

0.1

0.1

0.0

0.1

0.1

0.0

0.1

0.0

0.2

0.0

0.1

0.0

0.2

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.0

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.0

51

Critical

Radius

Curve

Density

0.0

1.1

0.0

1.8

0.0

1.5

0.0

0.0

0.0

0.0

0.0

0.6

0.0

0.0

0.0

0.0

1.3

0.0

0.3

1.7

0.0

0.7

0.0

0.3

0.6

1.9

1.6

0.4

0.8

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.3

0.3

0.1

0.0

0.5

0.4

0.0

0.1

0.2

0.0

0.0

Total Miles

26

530.87231

55

Edge Risk

Assessment

Shoulder Width

Severe

Crashes

Right Shoulder

Type

Left Shoulder

Type

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

2S

Null

Null

Null

1

2S

2C

2S

2S

1

Null

3

2C

1

2C

2S

3

2S

2S

2S

2S

2S

Null

2S

Null

Null

Null

Null

Null

Null

Null

2S

2S

2S

2S

1

2S

Null

2S

2S

1

2S

2S

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

2

Null

Null

Null

2

2

2

2

0

0

Null

1

2

2

6

3

2

2

2

2

3

2

Null

2

Null

Null

Null

Null

Null

Null

Null

1

3

3

3

4

0

Null

2

3

4

3

1

Null

Null

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1

0

0

0

0

0

0

0

0

0

0

1

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1

0

0

0

0

1

0

1

1

0

0

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Null

Null

Null

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Composite

Null

Gravel

Gravel/Grass

Composite

Composite

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel

Composite

Null

Gravel/Grass

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Gravel/Grass

Composite

Gravel/Grass

Composite

Gravel/Grass

Null

Gravel/Grass

Gravel/Grass

Composite

Composite

Gravel/Grass

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Null

Null

Null

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Composite

Null

Gravel

Gravel/Grass

Composite

Composite

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel/Grass

Gravel

Composite

Null

Gravel/Grass

Null

Null

Null

Null

Null

Null

Null

Gravel/Grass

Gravel/Grass

Composite

Grave

This text is long and has been trimmed here. Open the source document for the complete record.

This is a copy of a public record, reproduced as it was published. It is not legal advice, and it may not be the version a court would rely on. Check the official source before you cite it.

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White Earth Nation Tribal | Frix