Barron Road-Capstone Drive Realignment

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Barron Road/Capstone Drive City Council Meeting October 13, 2016

Transcript of Barron Road-Capstone Drive Realignment

Page 1: Barron Road-Capstone Drive Realignment

Barron Road/Capstone Drive City Council Meeting

October 13, 2016

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Project TeamCity of College Station

• James Smith P.E. - Project Manager

Consultant (Halff Associates, Inc.)

• Eric Ratzman P.E. - Project Manager• Matthew Bushak P.E.• Kirollos Malaty E.I.T.

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Project Location

Approximate

Alignment Study

Area

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SH 40

FM 2154

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Existing Conditions• Offset stop controlled intersections at Capstone Drive & Wellborn Road and Barron Road & Wellborn Road

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Existing Conditions• Railroad (U.P.R.R.) crossing Capstone Drive• The existing Right-of-Way is 100 feet wide for Barron Rd and 80 feet wide for Capstone Dr

• Intersections are offset at Wellborn Rd (FM 2154)

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Purpose and Need• Insufficient distance between the Barron and Capstone intersections with Wellborn Rd (FM 2154)

• Intersections too close for two traffic signals• Discontinuous route in east-west direction• Intersection safety issue/accident history • Traffic projected to increase

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Population Growth

• Current Population = 107,425• Projected Population 2030 =

156,436

1990 1995 2000 2005 2010 2015 2020 2025 20300

20,000

40,000

60,000

80,000

100,000

120,000

140,000

160,000

180,000

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Traffic Projections

• Existing ADT = 5,001-15,000• 2035 Projected ADT = 15,001-25,000

ADT- Average Daily Traffic

Projected Intersection Volume• 2019 Projected Volume= 13,678

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Project Goals1. Re-align either Barron Road or Capstone

Drive into a single signalized intersection with Wellborn Road

2. Widen Barron Road to accommodate future traffic volumes and multiple modes of travel

3. Widen the at-grade railroad crossing for the ultimate roadway cross section

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Recommended Alignments

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Barron Road Section

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Evaluation Criteria and Alternatives Analysis

• Improve Safety• Improve Mobility• Right of Way Impacts• Public Comments• Construction Cost• Right of Way Cost• Pavement Maintenance Cost

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Public InvolvementConducted Two Open Houses:

• March 23 at Spring Creek Elementary• June 28 at Wellborn Community

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Alternative 1

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Alternative 1 Pros/ConsPros1. Improves Safety2. Improves Mobility3. Relatively low Right-

of-Way Acquisition Cost

4. Lower impacts to most property owners

5. Equal to lowest total project cost

Cons1. Above average

construction cost

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Alternative 2

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Alternative 2 Pros/ConsPros1. Improves Safety2. Improves Mobility3. Relatively low Right-

of-Way Acquisition Cost

4. Lower impacts to most property owners

5. Equal to lowest total project cost

Cons1. Above average

construction cost

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Alternative 3

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Alternative 3 Pros/ConsPros1. Improves Safety2. Improves Mobility

Cons1. Public Opposition2. Negative Impact on

Several Properties3. Expensive Right-of-

Way Acquisition

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Alternative 4

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Alternative 4 Pros/ConsPros1. Improves Safety2. Improves Mobility

Cons1. Public Opposition2. Negative Impact on

Several Homesteads3. Expensive Right-of-

Way Acquisition4. Highest Total Project

Cost

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Alternative 5

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Alternative 5 Pros/ConsPros1. Improves Safety2. Improves Mobility3. Equal to lowest total

project cost

Cons1. Public Opposition2. Negative Impact on

Several Homesteads3. Expensive Right-of-

Way Acquisition

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Alternative 6

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Alternative 6 Pros/ConsPros1. Improves Safety2. Improves Mobility

Cons1. Public Opposition2. Negative Impact on

two Homesteads

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Estimated Project Costs• Alternative 1 = $6.2 million• Alternative 2 = $6.2 million• Alternative 3 = $6.6 million • Alternative 4 = $6.9 million• Alternative 5 = $6.2 million• Alternative 6 = $6.4 million

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Evaluation Summary

1 2 3 4 5 6A. Improve Safety -- ++ ++ ++ ++ ++ ++B. Improve Mobility -- ++ ++ ++ ++ ++ ++C. Right of Way Impacts ++ + 0 -- - - --D. Public Comments - + + -- -- -- --E. Construction Cost ++ - - + + + 0F. Right of Way Cost* ++ ++ ++ -- -- 0 0G. Pavement Maintenance 0 ++ ++ -- -- -- 0

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Alignment AlternativesExisting**Evaluation Criteria

Evaluation Matrix

(-- Major Negative Effect, - Minor Negative Effect, 0 Neutral/No Effect, + Minor Positive Effect, ++ Major Positive Effect)

Right of Way Cost provided by the City of College Station

If roadw ays are rebuilt on existing alignment and offset intersections left in place

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Existing 1 2 3 4 5 6A. Improve Safety 4 -8 8 8 8 8 8 8B. Improve Mobility 3 -6 6 6 6 6 6 6C. Right of Way Impacts 3 6 3 0 -6 -3 -3 -6D. Public Comments 3 -3 3 3 -6 -6 -6 -6E. Construction Cost 2 4 -2 -2 2 2 2 0F. Right of Way Cost 2 4 4 4 -4 -4 0 0G. Pavement Maintenance 1 0 2 2 -2 -2 -2 0

TOTAL: -3 24 21 -2 1 5 2

ALTERNATIVESWEIGHTINGCRITERIA

Scoring

Scoring

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Summary of Recommendations1. Re-align Capstone Drive using Alternative 1 or 22. Install traffic signal at the intersection of

Wellborn Rd 3. Widen Barron Rd to four-lane divided roadway4. Widen Wellborn for right & left turns at new

intersection5. Construct railroad crossing for potential future

quiet zone

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Recommended Alignments