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Montgomery County Department of Transportation (DOT) Division of Transportation Engineering Public Meeting #2 Replacement of Park Valley Road Bridge No. MPK-03 over Sligo Creek June 12, 2013 1

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Montgomery County Department of Transportation (DOT) Division of Transportation Engineering

Public Meeting #2Replacement of Park Valley Road Bridge

No. MPK-03 over Sligo Creek

June 12, 2013 1

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U d t P j t C t E ti t d F di

Purpose of the Meeting

Present Modified Scope and Design Concepts

Present Construction Phases and Traffic Maintenance

Update Project Cost Estimates and Funding

Update Project Schedule

Obtain Community Feedback

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Project Location

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S f

Existing Bridge

30-foot Span Concrete Deck/Beams with Asphalt SurfaceStone Masonry Bridge BarriersConcrete Abutments/Wingwalls with Stone Masonry FaçadeBuilt in 1931 (81 years old)

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Existing Bridge

Lane Width = Two 10 feet LanesShoulder Width = 0 feetClear Roadway Width = 20 feetSidewalk Width = 5 feet 1 inch

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P id i t dP id i t d

Previous Project Scope

Replace deteriorating Reconfigure existing bridge and substandard mini Provide painted approach roadway circle intersectioncrosswalk at the pavementwest of the bridge

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feet wide roadway and 12

bridge barriers meeting

t b id b i

Previous Proposed Bridge Plan & Elevation

Concrete structure with 26 feet wide roadway and 12 feet wide shared use path

Crash tested solid concrete bridge barriers meeting FHWA safety standards

New stone veneer on concrete bridge barriers

New stone veneer on concrete arch beams/ abutments/wingwalls

Scour counter measures

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Previous Proposed Bridge Section

Concrete Slab Beams with Concrete OverlayConcrete Bridge Barriers with Stone VeneerConcrete Exterior Arch Beams with Stone Veneer Lane Width = Two 10 feet LanesShoulder Width = 3 feetClear Roadway Width = 26 feetShared Use Path Width = 12 feet

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3 I th h t il f ADA li

5 R th i ti t

Public Comments and DOT’s Responses

COMMENTS INCORPORATED:1. Provide a separated pedestrian bridge 2. Narrow the bridge section3. Improve the approach trail for ADA compliance 4. Community review stone veneer design plans and sample

panel

COMMENTS NOT INCORPORATED:5. Reuse the existing stone masonry6. Provide slot openings on bridge barriers7. Provide colored exposed aggregate bridge surface

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i i i l i t ti

i t ti 8’ 0” SHARED USE PATH

5’-8” CONCRETE SIDEWALK

Modified Project Scope

Replace deteriorating existing bridge and approach roadway pavement 8’-0” SHARED USE PATH

Reconfigure substandard mini circle intersection 12’-0” WIDE PEDESTRIAN BRIDGE

Provide painted crosswalk at the

8’-0” SHARED USE PATHRECONFIGURE SUBSTANDARD intersectionMINI CIRCLE INTERSECTION

26’-0” ROADWAY AND BRIDGEPROVIDE PAINTED Install 12 feet wide CROSSWALK

pedestrian bridge

Realign 8 feet wide hiker/biker trail

5-0” ASPHALT SIDEWALK CONNECTOR

Install 5 feet wide sidewalk connector 8’-0” SHARED USE PATH

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concrete arch beams/

Modified Proposed Bridge Plan & Elevation

Concrete structure with 26 feet wide roadway and 5 feet 8 inches wide sidewalk

Crash tested solid concrete bridge barriers meeting FHWA safety standards

New stone veneer with recess on both faces of concrete bridge barriers

New stone veneer on concrete arch beams/ abutments/wingwalls

Scour counter measures

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Modified Proposed Bridge Section

Concrete Slab Beams with Concrete OverlayConcrete Bridge Barriers with Stone Veneer / RecessConcrete Exterior Arch Beams with Stone VeneerLane Width = Two 10 feet LanesShoulder Width = 3 feetClear Roadway Width = 26 feetSidewalk Width = 5 feet 8 inches

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Bridge Barrier Elevation View

Proposed Bridge Barrier (Inside Elevation)

Existing Bridge Barrier (Inside Elevation)

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Bridge Plan View

Proposed Bridge

Existing Bridge14

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Bridge Elevation View

Proposed Bridge

Existing Bridge15

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Proposed Pedestrian Bridge

Prefabricated bridgeSteel truss12 feet wide wooden deck

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1: Construct intersection reconfiguration/ pede/trail realignment and maintain pedestrian/bics thru the existing roadway bridge

Ph 2 C t t d b id / h d d 2: Construct roadway bridge/approach roadwain pedestrian/bicycle access thru the new pedee

ular Traffic Detour

iles Detour RouteValley Road – Piney h Road (MD 320) –

Construction Phases/Traffic Maintenance

Construction Phases and Pedestrian/Bicycle AccessPhase 1: Construct intersection reconfiguration/ pedestrian bridg ycle accesPhase ay and maint strian bridg

Vehic

1.2 MPark BrancSligo Creek Parkway

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Project Cost and Funding

Roadway Bridge/Approach Roadway ReplacementCurrent Estimated Total Cost = $3.4M 80% Funded by Federal Funds20% Funded by County Funds

Intersection ReconfigurationPedestrian BridgeTrail Realignment

Current Estimated Total Cost = $750K 100% Funded by County Funds

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Project Schedule

Preliminary Design Complete Fall 2013

Final Design Complete Summer 2014

Advertise for Construction Winter 2014/15

Begin Construction Spring 2015

End Construction Spring 2016

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Di i i f T t ti E i i

Ph 240 777 7279 F 240 777 7277

Public Input

Proceed with Final Design based on Comments from Agencies – FHWA, MSHA, MHT, MCDPS etc.Feedback from Community – Comment Period thruJuly 10, 20131. Tonight’s Feedback2. By Postage Paid Public Comments Form3. By Mail or Email to MCDOT Project Manager

For project information, please contact Project Manager: Greg HwangMailing Address: Montgomery County Department of Transportation

Division of Transportation Engineering100 Edison Park Drive, 4th FloorGaithersburg, Maryland 20878

Email: [email protected]: 240-777-7279 Fax: 240-777-7277

Division of Transportation Engineering Home Page:http://www.montgomerycountymd.gov/DOT-DTE/index.html 20