Excellence in Transportation Every Trip, Every Mode, Every Dollar, Everyone

Projects Briefing, February 15, 2018

Wilmington Project Updates

Paving Program Projects

Scott St.

Maryland Avenue

4th Street

4th Street

4th Street

Pedestrian Accessible Route (PAR) Program

Pennsylvania and Delaware Avenues

Upcoming City of Wilmington CTF Locations CITY OF WILMINGTON - S HARRISON ST FROM 725 TO 725 SIDEWALK REPAIRS

CITY OF WILMINGTON - 403 NORTH VAN BUREN SIDEWALK REPAIRS

CITY OF WILMINGTON - W 18TH STREET FROM 2340 T 2340 SIDEWALK REPAIRS

CITY OF WILMINGTON TRIANGLE NEIGHBORHOOD - W 21ST STREET FROM N HARRISON ST TO N VAN BUREN ST

CURB AND GUTTER REPAIRS

CITY OF WILMINGTON - 403 NORTH HARRISON ST SIDEWALK REPAIRS

CITY OF WILMINGTON - W. 23RD STREET FROM 601 W. 23RD STREET SIDEWALK REPAIRS

CITY OF WILMINGTON- NORTH WEST STREET FROM 1806 NORTH WEST STREET TO 1810 NORTH WEST STREET

SIDEWALK REPAIRS

CITY OF WILMINGTON - 717 SOUTH DUPONT STREET SIDEWALK REPAIRS

CITY OF WILMINGTON - 400 BLOCK OF N. CLEVELAND AVE. (ODD SIDE) FROM W. 4TH ST. TO W. 5TH ST.

SIDEWALK REPAIRS

CITY OF WILMINGTON - W. 31ST STREET FROM 405 W. 31ST STREET TO 405 W. 31ST STREET SIDEWALK REPAIRS

CITY OF WILMINGTON - W. 24TH STREET FROM 113 W. 24TH STREET TO 113 W. 24TH STREET SIDEWALK REPAIRS

CITY OF WILMINGTON-WESTMORELAN - SWARTHMORE RD. FROM N. DUPONT RD. TO W. 6TH ST./ GROVE ST.

2'' MILL AND OVERLAY(CURB WHERE NECESSARY)

CITY OF WILMINGTON - ELM STREET FROM 218 SOUTH BROOM STREET TO 218 SOUTH BROOM STREET

CURB AND GUTTER REPAIRS

CITY OF WILMINGTON - 12TH STREET FROM 502 TO 544 CURB AND SIDEWALK REPAIRS

WILMINGTON - OAK STREET FROM 730 S. LINCOLN STREET TO AT CANBY PARK CURB AND SIDEWALK REPAIR

CITY OF WILMINGTON - N. VAN BUREN STREET FROM 2110 N. VAN BUREN STREET TO 2110 N. VAN BUREN STREET

SIDEWALK REPAIRS

CITY OF WILMINGTON - W. 28TH STREET FROM 201 TO 205

SIDEWALK AND CURB REPAIRS

CITY OF WILMINGTON - NORTH DUPONT STREET FROM W 2ND STREET TO W 3RD STREET 2" MILL AND OVERLAY

CITY OF WILMINGTON - C STREET FROM 601 S. HEALD STREET TO 601 S. HEALD STREET CURB AND SIDEWALK REPAIRS

CITY OF WILMINGTON - OAK STREET FROM S. CLAYTON TO BROOM STREET SIDEWALK REPAIRS

CITY OF WILMINGTON - CEDAR STREET FROM S. BROOM TO S. RODNEY

SIDEWALK REPAIRS

CITY OF WILMINGTON - TATNALL STREET FROM 2017 (SIDE OF PROPERTY) TO 2017 (FRONT OF PROPERTY)

SIDEWALK REPAIRS

CITY OF WILMINTON - TATNALL STREET FROM 2101 (SIDE OF PROPERTY) TO 2101 (FRONT OF PROPERTY)

SIDEWALK REPAIRS

CITY OF WILMINGTON - W 17TH ST FROM 2300 TO 2300 SIDEWALK REPAIRS

CITY OF WILMINGTON - WOODLAWN AVE FROM 2221 W 17TH ST TO 2221 W 17TH ST SIDEWALK REPAIRS

CITY OF WILMINGTON - W 17TH ST FROM 2224 W 17TH ST TO 2226 W 17TH ST SIDEWALK REPAIRS

Community Transportation Fund 26 Locations

DelDOT’s PAS Manual

Implementation of Accessibility Standards

Requires reasonable application of the

standards

Contract Acceptance

SHA procedures and controls were sufficient to assure that this project completed in reasonable close conformance with the approved plans and specifications including authorized changes and extra work.

Form FHWA 1446B

Risk Management Strategies

• ADA requires: making reasonable accommodations

• Who gets to decide what’s reasonable?

• Document your decisions

Guidance to Inspectors

Pedestrian System Feature Design

Standard

Inspection

Tolerance

PAR Cross Slope

Asphalt 2.0% 1.5%

Concrete 2.0% 1.0%

PAR Running Slope

Asphalt 5.0% or match

road profile grade 1.5%

Concrete 5.0% or match

road profile grade

1.0%

Curb Ramps

Cross Slope 2.0% 1.0%

Running Slope 8.3% 1.0%

Counter Slope 13.3% 0.0%

Turning Space (max. in either direction) 2.0% 1.0%

Median/Channelized Island Crosswalks

Running Slope 5.0% or match

road profile grade 1.0%

Roadway Crosswalks Cross Slope (See Section 3.11.2)

Asphalt

With Yield or Stop Control 2.0%* 1.5%

Without Yield or Stop Control,

or With a Traffic Signal

5.0%** or match

road profile grade 1.5%

Concrete

With Yield or Stop Control 2.0%* 1.0%

Without Yield or Stop Control,

or With a Traffic Signal

5.0%** or match

road profile grade 1.0%

Roadway Crosswalks Running Slope

Asphalt 5.0%** or match

road profile grade 1.5%

Concrete 5.0%** or match

road profile grade 1.0%

Driveways/Entrances Crosswalks Running Slope

Asphalt 5.0% or match

road profile grade 1.5%

Concrete 5.0% or match

road profile grade 1.0%

Driveways/Entrances Crosswalks Cross Slope

Asphalt 2.0% 1.5%

Concrete 2.0% 1.0%

Risk Management in Design Decisions

US 113 Project Updates

Projects Briefing, February 15, 2018

US 113 North/South Study

Milford Study Area

Ellendale Study Area

Georgetown Study Area

Millsboro South Study Area

US 113 Preferred Alternatives

US 113@ SR 404/18 GSI

US 113@ US 9 GSI

US 113 North Millsboro Bypass

US 113@ SR 16 Ellendale GSI

Preferred Alternative Option 1

US 113@ SR 16 Ellendale GSI

Preferred Alternative Option 2

Questions?

Rob McCleary, P.E. Chief Engineer

Delaware Department of Transportation Robert.mccleary@state.de.us

302-760-2305