Duke Street (Route 236) Over I Bridge Plan & Elevation
|
|
|
- Alexandra Blair
- 5 years ago
- Views:
Transcription
1 Duke Street (Route 236) Over I ridge Plan & Elevation ity of Alexandria Exist. sign structure supports on bridge fascia to be removed in 395 express lanes project Abutment A Sta E 41-1" 77-11" 54-6" 77-11" Span a Span b Span c Span d 49-10" Span e Abutment Sta E To Annandale " o Pier 1 Pier 3 Pier 4 To Alexandria 10" Sta Ramp E R=175 typ. 7-0" S I-395 Pier 2 Reversible Express lanes N I " min & varies 42-6" min & varies " 40-2" W 34-4" E min & varies Shared -use 2-0" path arrier Exist. approach, typ. P... Elev R= Sta P.. Ramp E Grade reak ine 22-6" Sta Sta Sta Elev Elev Elev Face of rail Face of curb Face of median barrier Face of median barrier Face of curb Elev Sta Sta Elev Rte. 236 W Rte. 236 E New approach, typ. Exist. approach, typ. Face of rail 10-0" sidewalk 10" Exist. 48" sewer Edge of pavement Edge of pavement Edge of pavement PAN.G. Sta G. Elev V.. = % +3.0% Rte. 236 E Finished grade eginning of bridge ack of backwall Sta " End of bridge ack of backwall Sta Finished grade Exp. AUTMENT A Span a Exp. Exp. 17-3" min vert. cl. Exp. Exp. Exp. Span b Span c Span d Span e Fix. Fix. Exp. Exp. PIER 1 S I-395 PIER 2 PIER 3 Exist. 48" sewer 16-10" min vert. cl. Reversible Express lanes 16-11" min vert. cl. N I-395 PIER 4 AUTMENT Existing concrete slope protection, typ. OMMONWEATH OF VIRGINIA DEPARTMENT OF TRANSPORTATION PROPOSED RIDGE REPAIRS ON DEVEOPED SETION AONG ROUTE 236 DUKE STREET (ROUTE 236) OVER I-395 ITY OF AEXANDRIA MI. E. FF
2 9" typ. 6" typ. Virginia Department Duke Street (Route 236) Over I Transverse Section ity of Alexandria 106-0" bridge and joint Rte " 4" 2-0" 2-0" 39-0" 6-0" 22-0" 1 8-0" Three W anes Two E anes Shoulder Epoxy overlay " 8" Exist. 4"o/ conduit onduit to be removed in 395 express lane project Existing gas pipe Electrical Existing beams typ. Telephone " 2 eq. spa. 8-0" = 16-0" Span a: varies 16-0" 4 8-0" = 32-0" 6 8-0" = 48-0" 2-10" to 18-0" 2-6" 2-6" EXISTING TRANSVERSE SETION 106-0" 42-6" W 2 E 42-6" 2-2", shldr. 2-0" onc. barrier " 7-4" 10-0" 12" 12" Shared-use path Three W anes Shldr. Shldr. Two E anes Shoulder Grade break line Pedestrian fence PSR Railing Point of grade change Sta to Point of grade change oncrete barrier M-3A Point of grade change Exist. 4" o/ conduit to remain See Drip Detail Maintain Gas Pipe Maintain Electrical Maintain Telephone " min 2 eq. spa. 8-0" =16-0" 4 8-0" = 32-0" 6 8-0" = 48-0" & varies Span a: varies 16-0" to 18-0" 2-4" PROPOSED TRANSVERSE SETION
3 Duke Street (Route 236) Over I onstruction Sequence - 1 ity of Alexandria 12-0" 28-0" 4-11 lanes 3-11 lanes lanes lane Span a Span b Span c Span d Span e AUTMENT A AUTMENT PIER 1 PIER 2 PIER 3 PIER 4 I-395 I-395 S N I-395 Reversible Express anes STAGE IA - WORK AREAS FOR AUTMENT A, PIERS 1 AND " lanes lane 4-11 lane 63-4" Abutment A lane Abutment Span a Span b Span c Span d Span e AUTMENT A AUTMENT PIER 1 I-395 S PIER 2 I-395 PIER 3 I-395 N PIER 4 Reversible HOV anes STAGE I - WORK AREAS FOR AUTMENT, PIERS 2 AND 4
4 Duke Street (Route 236) Over I onstruction sequence - 2 ity of Alexandria bridge 2 Two W anes 1-6" 37-0" 1-6" 2 Two E anes 1" open joint 1" open joint Remove exist. median Replace exist. conc. deck Exist. beams to be replaced STAGE II - REMOVE RAISED MEDIAN AND REPAE THE RIDGE DEK AND MIDDE EAMS WITHIN THE IMITS SHOWN. bridge egend: 34-6" offset 2 Two W anes 8-0" uffer 29-6" Two E anes - Existing Structure - Proposed onstruction - Existing Structure Removal - Replacement of Existing Structure Exist. beam to be replaced Replace exist. concrete deck STAGE III - REPAE THE RIDGE DEK, RIDGE PARAPET, SIDEWAK AND EXTERIOR EAMS WITHIN THE IMITS SHOWN.
5 Duke Street (Route 236) Over I onstruction sequence - 3 ity of Alexandria bridge concr. barrier concr. barrier 2-0", offset 12" Shared use path 23-5" Two W anes 23-7" Two E anes 34-6" Pedestrian PSR fence Railing Exist. beam to be replaced STAGE IV - REPAE THE RIDGE DEK, RIDGE PARAPET, SIDEWAK AND EXTERIOR EAMS WITHIN THE IMITS SHOWN. egend: bridge - Existing Structure - Proposed onstruction - Existing Structure Removal 1-2", offset, offset, offset 2-4", shldr " 22-0" 10-0" 12" 12" Shared use path Three W anes Two E anes - Replacement of Existing Structure oncrete barrier M-3A Group 2 channelizing device Pedestrian fence PSR Railing STAGE V - ONSTRUT NEW ONRETE MEDIAN ARRIER M-3A.
6 Maintenance of Traffic Duke Street Duke St. (Rte. 236) over I-395 ridge Rehabilitation Existing onditions (after 395 Express anes Project improvements) Stage III (westbound traffic shifts into median) Work area on north side of bridge 2 eastbound lanes and 2 westbound lanes maintained on Duke St 395 Express anes improvements: oop ramp from S I-395 to E Duke Street removed. New ramp connection and traffic signal installed. Stage II (median is removed to facilitate traffic shifts in other stages) Stage IV (eastbound traffic shifts into median) Work area in median 2 eastbound lanes and 2 westbound lanes maintained on Duke St Work area on south side of bridge 2 eastbound lanes and 2 westbound lanes maintained on Duke St September 2018 Duke St. (RTE. 236) over I-395 ridge Superstructure and Substructure Rehabilitation Alexandria, Virginia State Project , P101 UP
FY STATEWIDE TRANSPORTATION IMPROVEMENT PROGRAM New Jersey Department of Transportation Projects
Barclay Street Viaduct NS9807 NS9807 This project will provide for the rehabilitation of the Barclay Street Viaduct, from Route 19 to Marshall Street, in order to increase the weight load of the structure.
Non-Motorized Overpass at SR 5/US1
Non-Motorized Overpass at SR 5/US1 And SR 97/SW th Street (Bird Road) Executive Summary March 9, 17 Prepared By: MARLIN Engineering Inc 17 NW th Avenue, Ste. 1 Plantation, FL 33313 P: 35.77.7575 www.marlinengineering.com
Bids DECEMBER 21, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $4,700,000.00)
General Info Number: PROJECT NO. 43-19-03 Description: BRIDGE DECK REPAIR AND REHABILITATION OHIO TURNPIKE RAMP OVER STATE ROUTE 420 M.P. 71.4, SOUTH BILLMAN ROAD OVER OHIO TURNPIKE M.P. 75.2, WOOD AND
Gerald P. Oliveto, P.E. George Franz NJDOT
Gerald P. Oliveto, P.E. George Franz NJDOT Bridge preservation is defined as actions or strategies that prevent, delay or reduce deterioration of bridges or bridge elements, restore the function of existing
Bids MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00)
General Info Number: PROJECT NO. 43-18-02 Description: BRIDGE DECK REPAIR AND REHABILITATION PERRYSBURG-HOLLAND ROAD OVER THE OHIO TURNPIKE, M.P. 59.0 HESSVILLE ROAD OVER THE OHIO TURNPIKE, M.P. 84.4 LUCAS
APPENDIX D COST SUMMARY TABLES
APPENDIX D COST SUMMARY TABLES Section 1 Between Route 50 and Evergreen Mills Road 3850 linear feet of one 12 foot wide additional lane in southbound direction of Rte 606; from north side of Rte 50 to
Design Criteria. Design Criteria
F Design Criteria Design Criteria Ministry of Transportation Ministère des Transports DESIGN CRITERIA Page: 1 of 13 WORK PROJECT NO. N/A GO Bloomington Station TYPE OF PROJECT LOCATION Bloomington Road
section 4 Existing Conditions, Issues, and Options
section 4 Existing Conditions, Issues, and Options 4.0 Existing Conditions, Issues, and Options This section analyzes each segment of the corridor on a street to street basis. Each segment is discussed
SIGN PLACEMENT-ELEVATION VIEW: FREEWAY (FORESLOPE) ROADSIDE SIGN LOCATIONS & SUPPORT SPACING MICHIGAN DEPARTMENT OF TRANSPORTATION (MIN.
3' HINGE POINT EACH POST (TYP) (MIN.) (SAW CUT OR FUSE PLATE) EDGE OF FORESLOPE 4" STEEL COLUMN 6" WOOD POST THRU TRAVELED 7'MIN. SHOULDER LATERAL OFFSET (FORESLOPE) (VARIABLE) BREAKA POSTS THE LATERAL
***PROJECT NO AWARDED TO E.S. WAGNER VIA RESOLUTION NO ON JANUARY 19, 2016***
General Info Number: PROJECT NO. 43-16-03 Description: Deadline: BRIDGE DECK REPLACEMENT AND REHABILITATION, CLIFTON-GUNN ROAD OVER OHIO TURNPIKE M.P. 21.4, RUEGER-SHETLER ROAD OVER OHIO TURNPIKE M.P.
Figure 3B-1. Examples of Two-Lane, Two-Way Marking Applications
Figure 3B-1. Examples of Two-Lane, Two-Way Marking Applications A - Typical two-lane, two-way marking with passing permitted in both directions B - Typical two-lane, two-way marking with no-passing zones
SECTION VII ROADWAY AND SITE IMPROVEMENTS
SECTION VII ROADWAY AND SITE IMPROVEMENTS TOC-VII.1 of 4 TABLE OF CONTENTS ROADWAY AND SITE IMPROVEMENTS No. Title I-1 Alley Intersection (Commercial Areas) I-2 Valley Gutter For 90 Intersection I-3 Typical
Legislative Update Williamsburg Residency
Hampton Roads District Legislative Update Williamsburg Residency Jim Brewer, Resident Administrator 757-253-5140 Projects Under Way Warwick Boulevard Project http://www.warwickboulevard.org/ Contractors:
GEOMETRIC DESIGN STANDARDS FOR NEW RESIDENTIAL SUBDIVISION STREETS TABLE 1A CG-6 CURB AND GUTTER SECTION
TABLE 1A CG-6 CURB AND GUTTER SECTION HORIZONTAL AND VERTICAL CONTROLS CURB AND GUTTER ROADWAYS MAXIMUM 3:1 CUT OR FILL SLOPE CURVE DATA MIN. SIGHT DISTANCE PROJECTED TRAFFIC VOLUME (ADT) MIN. DESIGN SPEED
Culvert Safety Inspection Report
Culvert Safety Inspection Report Facility Federal Structure ID Inspector Name Agency/Consultant Inspection Date LEGEND Haggerty Rd (South) N/A RL/JF GLEG 1/26/2016 9 New Feature Latitude Longitude Struc
INGHAM COUNTY ROAD DEPARTMENT AUSTIN E. CAVANAUGH ADMINISTRATION BUILDING 301 Bush Street, P.O. Box 38, Mason, MI
INGHAM COUNTY ROAD DEPARTMENT AUSTIN E. CAVANAUGH ADMINISTRATION BUILDING 301 Bush Street, P.O. Box 38, Mason, MI 48854-0038 March 27, 2018 William M. Conklin, P.E. Managing Director FOR IMMEDIATE RELEASE:
FY 2006 TRANSPORTATION CAPITAL PROGRAM
Eden Lane Bridge over Whippany River NS9908 The existing structure was built in 1972 as a temporary single-span structure. The bridge consists of simply supported steel acrow panel trusses and is supported
STUDY PROCESS & SCHEDULE
STUDY PROCESS & SCHEDULE Route Centennial Bridge Study KDOT Project No. -52 KA-3229-01 STUDY OVERVIEW STUDY SCHEDULE The Kansas Department of Transportation (KDOT) has identified a future need to replace
Hospital Link Project Project Update November 2017
Hospital Link Project Project Update November 2017 General The project provides a link from Riverside Drive and the Transitway to the Hospital Link Road. Construction is well underway. Read on for important
Culpeper District. Albemarle County Monthly Report October, 2011
Culpeper District Albemarle County Monthly Report Special Issues FY2013 Revenue Sharing Program - If you wish to participate in the Revenue Sharing Program for the fiscal year starting July 1, 2012, applications
Rio Intersection Traffic Restrictions Begin Monday
May 18, 2016 8 Rio Intersection Traffic Restrictions Begin Monday This special edition of the Route 29 Solutions e mail newsletter includes everything you need to know about the May 23 through September
US Route 24 Eastbound (Quincy Memorial Bridge) Over the Mississippi River
Purpose and Need March 2015 US Route 24 Eastbound (Quincy Memorial Bridge) Over the Mississippi River Adams County - Quincy, IL Marion County, MO Region 4 District 6 Table of Contents I. Purpose of the
Existing conditions of each bridge and repair plan are presented in Table
2.2.2.5 Drainage Structure (1) Bridge Along the concerned section of this project road, there are 4 constructed bridges. The carriageway widths of existing bridges are designed to fit with existing road
City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS
City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures Sep/16 R-2 No Drawing Jan/17 R-2A Typical Cross Sections for Granular
COMPLETE STREETS DURING CONSTRUCTION
COMPLETE STREETS DURING CONSTRUCTION MAINTAINING ACCESSIBILITY FOR ALL Presented by Robbie Burgess, P.E., PTOE Associate Principal Construction Services Manager Howard Stein Hudson rburgess@hshassoc.com
Trans-Canada Highway 1 RW Bruhn Bridge Replacement
Trans-Canada Highway 1 RW Bruhn Bridge Replacement May 2016 RW Bruhn Bridge Project Objectives Improve safety, traffic flow and movement of goods Improve safety for pedestrians and cyclists Replace the
TABLE OF WHITE PAVEMENT LETTERS ITEM ALIGN CL STATION SIDE DESCRIPTION C RT BIKE THROUGH ARROW 1
WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS ITEM 685.11 (FT) CL STATION ALIGN FROM TO SIDE DESCRIPTION FACTOR LENGTH (FT) E 18+62 62 18+79.19 RT STOP BAR 6 16.6 99.4 E 18+55 00 20+08.00 LT B KE
FY 2005 TRANSPORTATION CAPITAL PROGRAM
Avenue P Bridge 03315 This project will provide for the replacement of the existing two-track Conrail Railroad Bridge over Avenue P, a local urban street. The bridge and approaches will be built on the
STAKING TRAFFIC CONTROL SIGNAL SYSTEMS
Locating the components of a traffic control signal is not an exact science; many factors influence the location of the components. These factors include: lane widths, radii, pedestrian curb ramp requirements,
Replacement of N. Carlin Springs Road Bridge over George Mason Dr.
Replacement of N. Carlin Springs Road Bridge over George Mason Dr. Approximate schedule with phases and proposed Maintenance of Travel (MOT) plans February 2017 Project Elements Removal of existing bridge
BARRIER OFFSET 0" A 6" 6" A 12" 12" A 26" A 26" 3A OR 4A L OR S * ** L OR S L OR S
ACCEPTABLE (TCB) TYPES AND ANCHORING DETAILS BASED ON UNDERLYING SURFACE TYPE AND BARRIER OFFSET FROM DROP-OFF BARRIER OFFSET UNDERLYING SURFACE 0" A 6" 6" A 12" 12" A 26" A 26" TCB TYPE DETAIL TCB TYPE
City of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS
SECTION 13 BIKEWAYS 13-1 GENERAL The City of Roseville bikeway standards are designed to insure that transportation and recreational bikeways are constructed in a manner that would provide a safe and comfortable
WYDOT DESIGN GUIDES. Guide for. Non-NHS State Highways
WYDOT DESIGN GUIDES Guide for Non-NHS State Highways 2014 GUIDE FOR Non-NATIONAL HIGHWAY SYSTEM (Non-NHS) STATE HIGHWAYS PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION This Guide is directed to
SECTION 14: LANDSCAPING AND BEAUTIFICATION
SECTION 14: LANDSCAPING AND BEAUTIFICATION RULE 14.1 GENERAL PROVISIONS 14.1.1 The rules and guidelines contained in this section have been established to provide proper guidelines for the beautification
CE 535, Spring 2002 Preliminary Design Example 1 / 6
CE 535, Spring 2002 Preliminary Design Example 1 / 6 Perform a preliminary design for a bridge on a state highway over a large creek in rural Alabama. Produce a construction layout drawing showing profile
Field guide for Accessible Public Rights-of-Way Edition
Field guide for Accessible Public Rights-of-Way 2017 Edition CONTENTS PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY Pedestrian access routes 3 Components 3 Continuous width 3 Median and pedestrian refuge
Hospital Link Project Project Update September 2017
Hospital Link Project Project Update September 2017 General The project provides a link from Riverside Drive and the Transitway to the Hospital Link Road. Construction is well underway. Read on for important
Field guide for Accessible Public Rights-of-Way Edition
Field guide for Accessible Public Rights-of-Way 2015 Edition BRIEFING MEMO SUBJECT: Department of Justice/Department of Transportation Joint Technical Assistance on Title II of the Americans with Disabilities
Proposed Grant Funding
Proposed Grant Funding Congestion Management Air Quality Funding About the funding Funding may be competitive There are mandatory requirements Tied to o Congestion Management o Pedestrians o Bicycles o
CHAPTER 8 STAKING SIGNALS AND LIGHTING FIELD GUIDE. 8.1 Staking Traffic Control Signal Systems
CHAPTER 8 STAKING STAKING Correct staking of traffic control signal or lighting systems is critical to the appropriate placement of system components. 8.1 Traffic Control Signal Systems Locating the components
WYDOT DESIGN GUIDES. Guide for. NHS Arterial (Non-Interstate)
WYDOT DESIGN GUIDES Guide for NHS Arterial (Non-Interstate) 2014 GUIDE FOR NATIONAL HIGHWAY SYSTEM (NHS) HIGHWAYS (NHS ARTERIALS, Non-Interstate) PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION
ADA Training Standard Plans
ADA Training Standard Plans SCREEN READABLE VERSION IS IN THE MAKING AND WILL BE MADE AVAILABLE SOON 2018 MnDOT 2 Standard Plans 2017 Overview Overview PROWAG and Curb Ramp Basics Curb Ramp Types ADA Curb
CITY OF WOODINVILLE ONGOING CAPITAL IMPROVEMENT PROJECT UPDATES
CITY OF WOODINVILLE ONGOING CAPITAL IMPROVEMENT PROJECT UPDATES PROJECT LOCATION MAP (1) DEYOUNG PARK IMPROVEMENTS Project Description - DeYoung Park Improvements include treehouse deck, play area, new
R A M P U P! - City of Tacoma's Curb Ramp Installation Matrix
R A M P U P! - City of Tacoma's Curb Ramp Installation Matrix DESCRIPTION OF WORK NEW CONSTR. ALTERATION MAINT. COMMENTS STREET PAVING New street paving or overlay through an intersection (Figures 1 &
Mid Rivers Mall Drive Multi-Use Path (Rte. N to MO 364)
Mid Rivers Mall Drive Multi-Use Path (Rte. N to MO 364) Sponsor St Peters Project No. RB19-000022 Project Type Other TOTAL FUNDING Total County Sponsor Federal $1,177,251.00 $238,179.00 $59,546.00 $879,526.00
George Washington Bridge Restoring the George Construction Program Supplemental Information on Bicycle and Pedestrian Access
George Washington Bridge Restoring the George Construction Program Supplemental Information on Bicycle and Pedestrian Access The replacement of the George Washington Bridge suspender ropes is part of the
ADA PRESENTATION (CURB RAMPS)
ADA PRESENTATION (CURB RAMPS) ACECNJ/NJDOT/FHWA DESIGN SUMMIT Warren Howard New Jersey Department of Transportation May 21, 2013 ADA Curb Ramps NJDOT wants curb ramps to be designed & constructed properly
PARDON OUR DUST. Arlington Boulevard (Route 50), 10 th Street and Courthouse Road Interchange (ARRA) Project No. (FO) , C501, B612, B611
PARDON OUR DUST Arlington Boulevard (Route 50), 10 th Street and Courthouse Road Interchange (ARRA) Project No. (FO) 0050-000-728, C501, B612, B611 WELCOME Larry Tomlinson, P.E., L.S. Area Construction
Operational & Geometrical Analysis Technical Memorandum
I-395 Southbound between Duke Street & Edsall Road: Congestion Relief Feasibility Study Operational & Geometrical Analysis Technical Memorandum Task Order #92 Prepared by: July 17, 2012 Rummel, Klepper
Important Lane Closures for Jan , 2012
Jan. 19, 2011 CONTACT: Marcia McAllister T: 703-572-0506 C: 571-730-9117 marcia.mcallister@dullesmetro.com Important Lane Closures for Jan. 22-28, 2012 Bridge Construction along Median of Route 7 Continues,
October 2004 REVISIONS (2) SUPERELEVATION DEVELOPMENT 11.3(2)
October 2004 REVISIONS (2) Chapter 11 HORIZONTAL ALIGNMENT SUPERELEVATION DEVELOPMENT 11.3(2) Chapter 12 VERTICAL ALIGNMENT VERTICAL CURVES PASSING SIGHT DISTANCE 12.5(2) VERTICAL CURVES STOPPING SIGHT
Welcome. 53 Avenue Overpass over Whitemud Drive Rehabilitation. Public Information Session. Wednesday, March 9, :30-8:00 p.m.
BRIDGE REHABILITATION Welcome 53 Avenue Overpass over Whitemud Drive Rehabilitation Public Information Session Wednesday, March 9, 2016 4:30-8:00 p.m. Tonight you can: Learn about the 53 Avenue Overpass
FOR HISTORICAL REFERENCE ONLY
To: From: Subject: Electronic Distribution Recipients MINNESOTA DEPARTMENT OF TRANSPORTATION Engineering Services Division Technical Memorandum No. 12-14-B-03 December 18, 2012 Jon M. Chiglo, P.E. Division
Typical Cross Section: DOWNTOWN (Observer Highway - 8th Street)
Typical Cross Section: DOWNTOWN (Observer Highway - 8th Street) DRAFT SEPTEMBER 23, 14 1 Washington Street Typical Block Downtown Typical Block: DOWNTOWN (Observer Highway - 8th Street) New crosswalks
Kalamazoo County Weekly Project Updates from the Cities of Portage, Kalamazoo and the Kalamazoo County Road Commission
FOR IMMEDIATE RELEASE Date: October 31, 2014 Kalamazoo County Weekly Project Updates from the Cities of Portage, Kalamazoo and the Kalamazoo County Road Commission Kalamazoo, MI- In a collaborative effort
Transportation Corridor Studies: Summary of Recommendations
Transportation Corridor Studies: Summary of Recommendations Route 4 Corridor Study: Route 10 Corridor Study: Route 44 Corridor Study: Route 175 Corridor Study: Route 5/15 Corridor Study: Rentschler Field
MASSACHUSETTS AVENUE BRIDGE REPLACEMENT PROJECT APRIL 25, 2018
MASSACHUSETTS AVENUE BRIDGE REPLACEMENT PROJECT APRIL 25, 2018 AGENDA Introductions Project Benefits Progress to Date Schedule for Remaining Work Phase 3 Activities, Impacts & Traffic Detours Phase 4 Activities
Geometric Design Tables
Design Manual Chapter 5 - Roadway Design 5C - Geometric Design Criteria 5C-1 Geometric Design Tables A. General The following sections present two sets of design criteria tables - Preferred Roadway Elements
FDOT Treasure Coast Traffic Report
July 6, 2018 Barbara Kelleher, 954 777 4090 Barbara.Kelleher@dot.state.fl.us FDOT Treasure Coast Traffic Report July 6 through July 13, 2018 TREASURE COAST Construction and maintenance related lane closures
Institute for Real Estate Management Chapter (IREM) 77 VDOT Northern Virginia Megaprojects September 13, 2017
Institute for Real Estate Management Chapter (IREM) 77 VDOT Northern Virginia Megaprojects September 13, 2017 Susan Shaw, P.E., Megaprojects Director Virginia Department of Transportation Northern Virginia
Route 47 (North Main Street) Reconstruction
TOWN OF SUNDERLAND Route 47 (North Main Street) Reconstruction Presented by Lou Rabito, P.E. Presented to Town of Sunderland June 11, 2018 Project Overview MassDOT Project No. 607245 Resurfacing and Related
Bridge Failures in Alberta
Introduction Bridge Failures in Alberta Bridges are inspected for three primary reasons safety of bridge system maintenance of bridges management of bridge system Inventory or management of the system
Willamette River Transit Bridge. Portland - Milwaukie Light Rail Willamette River Bridge Citizen Advisory Committee
Portland - Milwaukie Light Rail Willamette River Bridge Citizen Advisory Committee 05.21.09 Bridge Type Status Update Bicycle Pedestrian Path Width Bridge Type Status Update WRBAC Recommendation: Cable
Appendix T CCMP TRAIL TRAFFIC & TRANSPORTATION DESIGN STANDARD
Appendix T CCMP 3.3.4 TRAIL TRAFFIC & TRANSPORTATION DESIGN STANDARD 3.3.4 Trail Traffic and Transportation Design Multi-use trails have certain design standards, which vary depending on the agency that
TRANSPORTATION ALTERNATIVES PROGRAM: SELECTED PROJECTS AND FUNDING ALLOCATIONS
ITEM #9: TRANSPORTATION ALTERNATIVES PROGRAM: SELECTED PROJECTS AND FUNDING ALLOCATIONS The Transportation Alternatives Program (TAP) created by MAP-21 requires that 50% of the program funds received by
Smoothing Out the Bumpy Road Ahead
Julie Hannah, P.E. Technical Services and Asset Management May 11, 2017 Smoothing Out the Bumpy Road Ahead Nationwide D = Poor, At Risk Conditions & Capacity Pavement Condition & Congestion Nationwide
FDOT Treasure Coast Traffic Report
July 13, 2018 Barbara Kelleher, 954 777 4090 Barbara.Kelleher@dot.state.fl.us FDOT Treasure Coast Traffic Report July 13 through July 20, 2018 TREASURE COAST Construction and maintenance related lane closures
Clybourn Ave. Protected Bike Lane Study Halsted St. to Division St.
Clybourn Ave. Protected Bike Lane Study Halsted St. to Division St. Nathan Roseberry, Senior Engineer Pam Broviak, Project Manager July 24, 2014 Agenda Project Goals Existing Roadway Conditions Traffic
General Notes. Project No /15/2018 Page 1 of 1
5081 Page 1 of 13 General Notes 5/15/2018 Page 1 of 1 Project No. 82 183-82 KA D 5081-01 0309-19 1 2 Note The contractor is responsible for establishing and maintaining centerline of the traveled way for
N.Y. / REGION INFRASTRUCTURE Going Up! A Bridge Makes Way for Bigger Ships
N.Y. / REGION INFRASTRUCTURE Going Up! A Bridge Makes Way for Bigger Ships By KATE ASCHERMARCH 21, 2014 Advertisement When it opened in 1931, the Bayonne Bridge with its parabolic arch connecting Staten
Bridge Design Preliminary Bridge Design Example 1 / 6 Spring 2012 updated 1/27/2012
Bridge Design Preliminary Bridge Design Example 1 / 6 Perform a preliminary design for a bridge on a state highway over a large creek in rural Alabama. Produce a construction layout drawing showing profile
City of Madison, East Johnson Street North Baldwin Street to First Street Local Street Dane County
City of Madison, East Johnson Street North Baldwin Street to First Street Local Street Dane County Public Involvement Meeting Thursday, April 28, 2016 6 to 8 P.M. Lapham Elementary School 1045 E. Dayton
EXHIBIT B-1 PROJECT DESCRIPTION. Phase 1 of the Preferred Alternative
EXHIBIT B-1 PROJECT DESCRIPTION Phase 1 of the Preferred Alternative The Transform 66 Public-Private Partnership (P3) Project (the Project ) means the Phase 1 of the Preferred Alternative components of
The purpose of today s information session is to provide project information about the Fermor Avenue Bridge Rehabilitation and Roadworks.
Fermor Avenue Bridge Rehabilitation and Roadworks WELCOME The purpose of today s information session is to provide project information about the Fermor Avenue Bridge Rehabilitation and Roadworks. Representatives
FY 2016 TRANSPORTATION ALTERNATIVES PROGRAM PROJECT SELECTION
AGENDA ITEM #8: FY 2016 TRANSPORTATION ALTERNATIVES PROGRAM PROJECT SELECTION The Transportation Alternatives Program (TAP) created by MAP-21 requires that 50% of the program funds received by the state
Agenda Item # Page # RECOMMENDATION
TO: FROM: SUBJECT: CHAIR AND MEMBERS CIVIC WORKS COMMITTEE MEETING ON FEBRUARY 2, 2016 JOHN BRAAM, P. ENG. MANAGING DIRECTOR, ENVIRONMENTAL & ENGINEERING SERVICES AND CITY ENGINEER FIELD MARSHAL WOLSELEY
WORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES
WORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES April 1, 2017 WORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES Table of Contents
ADA Operations Contact Info
Intro ADA Operations Contact Info Todd Grugel ph: 651-366-3531 email: todd.grugel@state.mn.us Joe Zilka ph: 651-366-3311 email: joseph.zilka@state.mn.us Harvey Unruh ph: 651-216-2912 email: harvey.unruh@state.mn.us
TRAFFIC ALERT FOR FEBRUARY 26 to MARCH 2, 2018 Highway Work Zones in the Staunton District
RELEASE: IMMEDIATE February 23, 2018 CONTACT: Sandy Myers 540-332-9201 (office) STA18-039 540-292-2500 (cell) Sandy.Myers@VDOT.virginia.gov Ken Slack 540-332-9264 (office) 540-414-5670 (cell) Ken.Slack@VDOT.virginia.gov
ODOT Major Construction, Bikeways and Enhancements Report for Clermont County. (State Fiscal Years 2007 to 2010)
Bikeways and Enhancements Report for Clermont County (State Fiscal Years 2007 to 2010) Statewide Construction Summary by Major Work Type (in Millions) WORK TYPE SFY 2007 SFY 2008 SFY 2009 SFY 2010 TOTAL
Updated There is no park access roadway to be constructed points beyond the limit of along full limits of the park's the phase I work. Phase 1. Revise
The signs will be installed as Temporary signs the color (Orange/White) have been added to the plans. Need to specify color to be used for stripes. Closures that may be in place for extended periods need
How Might Connected Vehicles and Autonomous Vehicles Influence Geometric Design? October 10, 2017
How Might Connected Vehicles and Autonomous Vehicles Influence Geometric Design? October 10, 2017 Overview Design Vehicle Design Driver Potential Geometric Impacts of Autonomous Vehicles Connected Vehicles
FY STATEWIDE TRANSPORTATION IMPROVEMENT PROGRAM New Jersey Department of Transportation Projects
ROUTE/ Project ID No. TIP No. Electrical Load Center Replacement - North 04324 04324 This project will provide for the betterment of the existing highway lighting facilities located along Routes 3, 17
FY STATEWIDE TRANSPORTATION IMPROVEMENT PROGRAM New Jersey Department of Transportation Projects
Cape May-Lewes Ferry 00377A 00377A This project will provide for the rehabilitation of the approach roads and signage for the Cape May- Lewes ferry. Other roadside features will be upgraded to meet present
Driveway Design Criteria
Design Manual Chapter 5 - Roadway Design 5L - Access Management 5L-4 Driveway Design Criteria A. General For efficient and safe operations, access drives and minor public street intersections can be improved
ADA Training Accessible Pedestrian Signal (APS) 2018 MnDOT
ADA Training Accessible Pedestrian Signal (APS) 2018 MnDOT APS and ADA APS is not currently an ADA Standard and is provided at the discretion of the Title II entity APS is recognized in the MnMUTCD, but
RC-67M has been updated to include more details to be consistent with both ADAAG and PROWAG. The following slides discusses the general notes found
RC-67M has been updated to include more details to be consistent with both ADAAG and PROWAG. The following slides discusses the general notes found on Sheet 1. RC-67M note Construct curb ramps with a minimum
ADOT Maintenance Data Collection Guide
ADOT Maintenance Data Collection Guide January 1, 2009 Prepared for Arizona Department of Transportation Prepared by Jani Demaree and Cambridge Systematics, Inc. 100 CambridgePark Drive, Suite 400 ADOT
INDEX. Geometric Design Guide for Canadian Roads INDEX
Acceleration lane, see Lanes, Acceleration Access, 8.1 Access Management and Functional Classification 8.2 Access Management by Design Classification 8.3 Access Configuration 8.4 Building Set-Back Guidelines
APPENDIX E Activity Defect Assignment
APPENDIX E Activity Defect Assignment Activity Defect Pct Applicable 2010-ML - SHALLOW PATCHING (STN - 2010-TL - SHALLOW PATCHING (STN - 2020-ML - DEEP PATCHING (STN - 2020-TL - DEEP PATCHING (STN - 2030-ML
Scenarios. The following slides will show existing pictures that deny access, followed by a retrofitted picture that provides access.
Scenarios. The following slides will show existing pictures that deny access, followed by a retrofitted picture that provides access. For the following slides assume an overlay project and provide pedestrian
Overview. Illinois Bike Summit IDOT Complete Streets Policy Presentation. What is a Complete Street? And why build them? And why build them?
Overview Illinois Bike Summit IDOT Complete Streets Policy Presentation Aren Kriks, P.E. District One Bicycle Coordinator and Bureau of Programming Project Engineer History of Complete Streets IDOT Policy
DISTRIBUTION: Electronic Recipients List TRANSMITTAL LETTER NO. (13-01) MINNESOTA DEPARTMENT OF TRANSPORTATION. MANUAL: Road Design English Manual
DISTRIBUTION: Electronic Recipients List MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards Unit ISSUED BY: Office of Project Management and Technical Support TRANSMITTAL LETTER NO.
3-13 UFC - GENERAL PROVISIONS AND GEOMETRIC DESIGN FOR ROADS, STREETS, WALKS, AND OPEN
maintenance, and erosion. Stability is required to maintain the integrity of the pavement structure, and a slope stability analysis should be conducted for cuts and fills greater than 15 feet. For lower
FY 2006 TRANSPORTATION CAPITAL PROGRAM
Airport Circle Elimination, CR 563, 646 S9820 Intersection, operational, and safety improvements at the intersection of Tilton Road (CR 563) and Delilah Road (CR 646) will include elimination of the circle,
Route 79/Davol Street Corridor Study
Route 79/Davol Street Corridor Study Fall River, MA Public Information Meeting #2 November 21, 2013 Fall River Heritage State Park Fall River, MA Agenda Welcome and Introductions Overview of Study Process
Weymouth - Abington Route 18 Widening and Reconstruction Project File No
Weymouth - Abington Route 18 Widening and Reconstruction Project File No. 601630 PROJECT LOCATION Project Limit Previously Completed Signalized Intersections (Typical) Route 18 Widening Bridge No. W-32-013
Paul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering. Minnesota Department of Transportation (the Department)
To: From: Paul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering Date: March 20, 2001 Subject: Roadway Geometric Design Criteria Project: TH 14/218 Design-Build Project, SP 7408-29,
2017 Temporary traffic control guidelines for pedestrians. v.2
2017 Temporary traffic control guidelines for pedestrians v.2 Temporary Traffic Control Guidelines for Pedestrians (2017) The safety and mobility of pedestrians, cyclists and motorists must be considered
Kentucky Transportation Center
Kentucky Transportation Center TECHNICAL ASSISTANCE REPORT Forensic Pavement Evaluation for US 31 W, Jefferson County, Kentucky KTC TA-15 02/KH91 14 1F DOI: http://dx.doi.org/10.13023/ktc.ta.2015.02 Author(s):