5245-02-02,72/73 WIS 23 WIS 11 Mineral Point County Shop Road to - - PowerPoint PPT Presentation

▶
5245 02 02 72 73 wis 23 wis 11 mineral point county shop
SMART_READER_LITE
LIVE PREVIEW

5245-02-02,72/73 WIS 23 WIS 11 Mineral Point County Shop Road to - - PowerPoint PPT Presentation

Feb 22, 2024 21 likes •364 views

5245-02-02,72/73 WIS 23 WIS 11 Mineral Point County Shop Road to Minerva Street Lafayette County Public Involvement Meeting May 3, 2016 5:30 p.m. to 7:30 p.m. Agenda Introductions Project Location Purpose and Need Scope of

slide-1
SLIDE 1

5245-02-02,72/73 WIS 23 WIS 11– Mineral Point County Shop Road to Minerva Street Lafayette County Public Involvement Meeting May 3, 2016 5:30 p.m. to 7:30 p.m.

slide-2
SLIDE 2

2

Agenda

 Introductions  Project Location  Purpose and Need  Scope of Work  Project Schedule  Open House

slide-3
SLIDE 3

3

Introductions

 WisDOT Project Development Supervisor

  • Bill Strobel, PE

 WisDOT Project Manager

  • Matt Dapp, PE

 Design Team

  • James Rinzel
  • Brad Groh, PE
  • Dylan Douglas, PE
slide-4
SLIDE 4

4

Project Location

Begin Project End Project

slide-5
SLIDE 5

5

Project Location

slide-6
SLIDE 6

6

Existing Facility

 1.5-mile corridor  Arterial Highway  Two-lane urban sections  66’ wide right-of-way (typical), some segments differ

slide-7
SLIDE 7

7

Project Need

 Pavement Deterioration  Roadway Geometry  Bridge B-33-007 over the Pecatonica River  Intersection Improvements  Other Design Factors

slide-8
SLIDE 8

8

Pavement Deterioration

 Original concrete still in place from Center Hill

Road to the Pecatonica River (built 1966)

 Potholes  Block/fatigue cracking

slide-9
SLIDE 9

9

Roadway Geometry

 Horizontal curvature  Pavement cross slope  Bicycle lane and sidewalk layout

slide-10
SLIDE 10

10

Reconstruction Section

Proposed Typical Sections

slide-11
SLIDE 11

11

Finished Retaining Wall (approx. 3’ high) Finished Short Retaining Wall (approx. 2’ high)

slide-12
SLIDE 12

12

Pavement Replacement Sections

Proposed Typical Sections

slide-13
SLIDE 13

13

Roadway Geometry

Proposed Centerline Existing Centerline

slide-14
SLIDE 14

14

Roadway Geometry

Proposed Centerline Existing Centerline

slide-15
SLIDE 15

15

Intersection Improvements

 Harriet St. Intersection  Washington St. Intersection  WIS 81 Intersection  Difficult turn movements for

large trucks

March 2016 (looking west) March 2016 (looking southwest)

slide-16
SLIDE 16

16

Intersection Improvements

 Harriet Street Intersection

  • Proposed NB Left Turn Movement

WIS 23 / Harriet Street WIS 23

slide-17
SLIDE 17

17

Intersection Improvements

 Harriet Street Intersection

  • Proposed SB Right Turn Movement

WIS 23 / Harriet Street WIS 23

slide-18
SLIDE 18

18

Intersection Improvements

 Washington Street Intersection

  • Proposed NB Right Turn Movement

WIS 23 / Harriet Street WIS 23 / Washington Street

slide-19
SLIDE 19

19

Intersection Improvements

 Washington Street Intersection

  • Proposed SB Left Turn Movement

WIS 23 / Harriet Street WIS 23 / Washington Street

slide-20
SLIDE 20

20

Intersection Improvements

 WIS 81 Intersection

  • WB Left Turn Movement

WIS 81 WIS 23

slide-21
SLIDE 21

21

Intersection Improvements

 WIS 81 Intersection

  • WB Right Turn Movement

WIS 81 WIS 23

slide-22
SLIDE 22

22

Intersection Improvements

 WIS 81 Intersection

  • NB Right Turn Movement

WIS 81 WIS 23

slide-23
SLIDE 23

23

Intersection Improvements

 WIS 81 Intersection

  • SB Left Turn Movement

WIS 81 WIS 23

slide-24
SLIDE 24

24

Other Design Factors

 Cul-de-sac Huntington Ct. (south intersection)  Utility (sanitary/water) improvements and upgrades

Proposed cul-de-sac location Existing utilities

slide-25
SLIDE 25

25

Other Design Factors

 Lighting Existing median lighting (looking between Ann St. and Louisa St.) Existing median lighting (looking south near Alice St.)

slide-26
SLIDE 26

26

Other Design Factors

 Lighting Existing median lighting (looking between Ann St. and Louisa St.) Existing median lighting (looking between Ann St. and Louisa St.)

slide-27
SLIDE 27

27

Other Design Factors

 Stairs  Encroachments

slide-28
SLIDE 28

28

Other Design Factors

 Curb ramp upgrades (ADA 1974)  Median parking – safety concerns

slide-29
SLIDE 29

29

Traffic

 Average Daily Traffic (2013 Count)

  • 2,700 – 10,000 vehicles per day

 2041 Forecast (AADT)

  • 3,150 – 11,400 vehicles per day
slide-30
SLIDE 30

30

Scope of Work

 Agency Coordination  Public Involvement  Environmental Report  Real Estate Plats/Acquisition  Preliminary/Final Design

slide-31
SLIDE 31

31

Project Schedule

 Public Involvement Meeting #1

May 2016

 Archeological Survey

May 2016

 Historical Survey

May 2016

 Hydrology Study

May 2016

 Soil Testing

Summer 2016

 Environmental Report Submittal

February 2017

 Public Involvement Meeting #2

February 2017

 Survey, Plat

Spring 2017

 Agency Scoping/Coordination

Ongoing

 Final Plans

May 2020

 Public Involvement Meeting #3

Spring/Summer 2021

 Construction

Summer 2021

slide-32
SLIDE 32

32

Input ‘Dot’ Exercise

STEP 1 – Place number on the map. STEP 2 – Write number and comment

  • n form.

12

slide-33
SLIDE 33

33

slide-34
SLIDE 34

34

WIS 23 Improvement Project

Matt Dapp, P.E. – WisDOT Project Manager WisDOT – SW Region 2101 Wright Street Madison, WI 53704 608-246-5353 matthew.dapp@dot.wi.gov