PUBLIC MEETING U.S. Hwy 65 in Mason City Sixth Street North to 18th Street … · 2017-08-11 ·...

PUBLIC MEETING

U.S. Hwy 65 in Mason City

Sixth Street North to 18th Street NorthHMA Resurfacing with Milling

Cerro Gordo County, IowaNHSN-065-8(61)--2R-17

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Presentation Overview

• Project Location

• Improvements• Resurfacing

• ADA Curb Ramps

• Right-Of-Way

• Traffic Study• Traffic Volumes

• Crash History

• 4-Lane and 3-Lane

Alternatives

Project Location

U.S. Hwy 65

(N. Federal Avenue)

6th Street N. to 18th Street N.

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END PROJECT

Project Location

6th 9th 12th

18th15th

NORTH

Improvements - Resurfacing

• Patch Areas

• Then Resurface the Street

• Mill 1-inch of the existing surface

• Overlay with a total of 4-inches of new Hot Mix

Asphalt Pavement

Improvements – ADA Curb Ramps

Existing Curb Ramps Will Be

Reconstructed• Reconstructed sidewalks will be 5’ wide.

• Will raise the ramp to match top of new

pavement.

• When feasible, will meet ADA

requirements.

• Even if restrictions make full compliance

infeasible, the ramp will still be

reconstructed.

• This work will require Temporary

Easements from property owners.

Improvements – Temporary Easements

• Temporary Easements are

anticipated.

• Permanent Easements or Title

Acquisitions are not

anticipated.

• Generally will extend 5’ wider

and 10’ longer than the limit of

construction.

• Each location is unique and will

have its own design. Review

the exhibit to view the

preliminary design for your

area and the tentative

easement needed.

Traffic Study

Existing Corridor

• 4-Lane Undivided Roadway

• 2 Signalized Intersections

• 9th Street N

• 12th Street N

Existing Traffic Volumes

• 2013 Average Annual Daily Traffic (AADT)

• 6,400 to 7,500 Vehicles per Day

Traffic Study

Crash History

• Jan. 1, 2011 – Dec. 31, 2015 (5 years)

• 83 Total Crashes

• 41% Rear-End

• 20% Broadside

• 10% Angle, Oncoming Left Turn

• 2% Head-On

Traffic Study

Crash History – Impact on the Community

• 83 Total Crashes

• 22 (27%) Injury Crashes

• Estimated Economic Loss = $1,240,000

• 61 (73%) Property Damage Only

• Estimated Economic Loss = $333,000

• Total Estimated Economic Loss = $1,573,000

• Approximately $315,000 per year

Traffic Study

Crash History

• Crash Rate = 736.5 / Hundred Million Vehicle

Miles (HMVM)

• Nearly 3x Statewide Average Rate for similar

facilities

Alternatives Evaluated

Maintain Existing 4-Lane

Alternatives Evaluated

3-Lane Alternative

Alternatives Evaluated

3-Lane/2-Lane with Parking Alternative

Alternatives Evaluated

3-Lane/2-Lane with Parking AlternativeOnly 5 On-Street Parking Stalls Created.

Alternatives Evaluated

4-Lane Cross Section

3-Lane Cross Section

Alternatives Evaluated

Other 3-Lane Corridors in Mason City

Corridor Vehicles per Day

Eisenhower Ave 3,540 - 9,200

Taft Ave 7,100 - 7,500

IA 122 5,600 - 7,800

Illinois Ave 5,800 - 6,800

Monroe Ave 6,800

19th St SE 4,640

US Hwy 65 6,400 - 7,500

Benefits of 3-Lane Conversion

47% Crash Reduction Factor Possible(Source: Crash Modification Factor Clearinghouse)

Existing Crash History• 83 Total Crashes• Total Estimated Economic

Loss = $1,573,000

• Nearly 3x Statewide

Average Crash Rate for

similar facilities

Benefits of 3-Lane Conversion

• Improved Vehicle Safety

• Improved Pedestrian Safety

• Traffic Calming

• Improved Emergency Response Time

• Potential Bike Accommodation

Analysis Results

• Analysis based on 2040 Traffic Forecasts for

the corridor

• Minimal operational differences identified

between alternatives

• Acceptable Traffic Operations identified for all

alternatives.

Analysis Results

Northbound US 65 Travel Time

Analysis Results

Southbound US 65 Travel Time

Traffic Study Conclusions

• 3-Lane Alternative provides similar traffic

operations to the 4-Lane Alternative.

• 3-Lane Alternative provides possible 47%

reduction in crashes along the corridor.

Recommendations

The Iowa DOT recommends implementing the

3-Lane Alternative on US 65 between 6th Street

N. and 18th Street N.

If the City Council concurs with the DOT’s

recommendation, the 3-Lane Alternative will be

implemented.

Next Steps

• City Council Decision on Recommended

3-Lane Alternative

• 9th Street North Traffic Signal

• Finish Design Plans

• Project Letting January 2018

• Construction in 2018

Next Steps

9th Street North Traffic

Signal

• Existing Signal

Equipment has reached

its useful life

• Traffic volumes at

intersection may not

warrant a traffic signal

Questions

Thank you!