Commonwealth Avenue Bicycle Lane Plan
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Manual on Uniform Traffic Control Devices Manual on Uniform Traffic
MManualanual onon UUniformniform TTrafficraffic CControlontrol DDevicesevices forfor StreetsStreets andand HighwaysHighways U.S. Department of Transportation Federal Highway Administration for Streets and Highways Control Devices Manual on Uniform Traffic Dotted line indicates edge of binder spine. MM UU TT CC DD U.S. Department of Transportation Federal Highway Administration MManualanual onon UUniformniform TTrafficraffic CControlontrol DDevicesevices forfor StreetsStreets andand HighwaysHighways U.S. Department of Transportation Federal Highway Administration 2003 Edition Page i The Manual on Uniform Traffic Control Devices (MUTCD) is approved by the Federal Highway Administrator as the National Standard in accordance with Title 23 U.S. Code, Sections 109(d), 114(a), 217, 315, and 402(a), 23 CFR 655, and 49 CFR 1.48(b)(8), 1.48(b)(33), and 1.48(c)(2). Addresses for Publications Referenced in the MUTCD American Association of State Highway and Transportation Officials (AASHTO) 444 North Capitol Street, NW, Suite 249 Washington, DC 20001 www.transportation.org American Railway Engineering and Maintenance-of-Way Association (AREMA) 8201 Corporate Drive, Suite 1125 Landover, MD 20785-2230 www.arema.org Federal Highway Administration Report Center Facsimile number: 301.577.1421 [email protected] Illuminating Engineering Society (IES) 120 Wall Street, Floor 17 New York, NY 10005 www.iesna.org Institute of Makers of Explosives 1120 19th Street, NW, Suite 310 Washington, DC 20036-3605 www.ime.org Institute of Transportation Engineers -
Module 6. Hov Treatments
Manual TABLE OF CONTENTS Module 6. TABLE OF CONTENTS MODULE 6. HOV TREATMENTS TABLE OF CONTENTS 6.1 INTRODUCTION ............................................ 6-5 TREATMENTS ..................................................... 6-6 MODULE OBJECTIVES ............................................. 6-6 MODULE SCOPE ................................................... 6-7 6.2 DESIGN PROCESS .......................................... 6-7 IDENTIFY PROBLEMS/NEEDS ....................................... 6-7 IDENTIFICATION OF PARTNERS .................................... 6-8 CONSENSUS BUILDING ........................................... 6-10 ESTABLISH GOALS AND OBJECTIVES ............................... 6-10 ESTABLISH PERFORMANCE CRITERIA / MOES ....................... 6-10 DEFINE FUNCTIONAL REQUIREMENTS ............................. 6-11 IDENTIFY AND SCREEN TECHNOLOGY ............................. 6-11 System Planning ................................................. 6-13 IMPLEMENTATION ............................................... 6-15 EVALUATION .................................................... 6-16 6.3 TECHNIQUES AND TECHNOLOGIES .................. 6-18 HOV FACILITIES ................................................. 6-18 Operational Considerations ......................................... 6-18 HOV Roadway Operations ...................................... 6-20 Operating Efficiency .......................................... 6-20 Considerations for 2+ Versus 3+ Occupancy Requirement ............. 6-20 Hours of Operations .......................................... -
Potential Managed Lane Alternatives
Potential Managed Lane Alternatives 10/13/2017 Typical Section Between Junctions Existing Typical Section Looking North* *NLSD between Grand and Montrose Avenues is depicted. 1 Managed Lanes Managed Lanes (Options that convert one or more existing general purpose lanes to a managed lane to provide high mobility for buses and some autos) Potential managed lane roadway designs: • Option A – Three‐plus‐One Managed Lane (Bus‐only or Bus & Auto) • Option B –Two‐plus‐Two Managed Lanes • Option C – Three‐plus‐Two Reversible Managed Lanes • Option D – Four‐plus‐One Moveable Contraflow Lane (NB and SB, or SB Only) 2 1 10/13/2017 Option A – 3+1 Bus‐Only Managed Lane* Proposed Typical Section Looking North Between Junctions** *Converts one general purpose lane in each direction to a Bus‐Only Managed Lane. **NLSD between Grand and Montrose Avenues is depicted. 3 3+1 Bus‐Only Managed Lane • Benefits o Bus travel speeds would be unencumbered by vehicle speeds in adjacent travel lanes (same transit performance as Dedicated Transitway on Left Side) o Bus lanes would be available at all times and would not be affected by police or disabled vehicles o Bus lanes combined with exclusive bus‐only queue‐jump lanes at junctions would minimize bus travel times and maximize transit service reliability o Forward‐compatible with future light rail transit option • Challenges o Conversion of general purpose traffic lane to bus‐only operation will divert some traffic onto remaining NLSD lanes and/or adjacent street network 4 2 10/13/2017 Option A – 3+1 Managed Lane* Proposed Typical Section Looking North Between Junctions** *Converts one general purpose lane in each direction to a Shared Bus/Auto Managed Lane. -
Summary of 2015 Anticipated Special Event Street Closures
SUMMARY OF 2015 ANTICIPATED SPECIAL EVENT STREET CLOSURES City of Bristol, Tennessee Last updated Monday, July 13, 2015. Friday, July 17, 2015 – Fifth Border Bash. State Street between Martin Luther King, Jr. Boulevard and 6th Street/Moore Street will be closed from 4:00 p.m. to approximately 1 1 :00 p.m. for the Border Bash event. One-half block sections of Lee Street and Bank Street adjacent to State Street will also be closed. Parking will be restricted on State Street between 5th Street/Lee Street and 6th Street/Moore Street; on far southern Lee Street; on westbound State Street between Moore Street and the bank entrance; and the northernmost parking space on 6th Street, all after 1:45 p.m. 5th Street itself is not closed, but there will be no access to it from State Street or Lee Street during the closure period. Eastbound State Street left turns to northbound Moore Street, typically prohibited, will be permitted while State Street is closed for this event. Motorists should also be aware of a right lane closure on southbound Martin Luther King, Jr. Boulevard in Virginia approaching State Street during this time. Saturday, July 18, 2015 - SonShine KidsFest at Anderson Park. For this event, the two-lane roadways surrounding Anderson Park will be closed from 7:00 a.m. to 6:00 p.m. (Olive Street; the dead-end block of 5th Street north of Olive Street; and Alabama Street between Olive Street and Martin Luther King, Jr. Boulevard). Martin Luther King, Jr. Boulevard will remain open to traffic. -
Freeway Management and Operations Handbook September 2003 (See Revision History Page for Chapter Updates) 6
FREEWAY MANAGEMENT AND OPERATIONS HANDBOOK FINAL REPORT September 2003 (Updated June 2006) Notice This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. This report does not constitute a standard, specification, or regulation. The United States Government does not endorse products or manufacturers. Trade and manufacturers’ names appear in this report only because they are considered essential to the object of the document. 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA-OP-04-003 4. Title and Subtitle 5. Report Date Freeway Management and Operations Handbook September 2003 (see Revision History page for chapter updates) 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Louis G. Neudorff, P.E, Jeffrey E. Randall, P.E., Robert Reiss, P..E, Robert Report Gordon, P.E. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Siemens ITS Suite 1900 11. Contract or Grant No. 2 Penn Plaza New York, NY 10121 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Office of Transportation Management Research Federal Highway Administration Room 3404 HOTM 400 Seventh Street, S.W. 14. Sponsoring Agency Code Washington D.C., 20590 15. Supplementary Notes Jon Obenberger, FHWA Office of Transportation Management, Contracting Officers Technical Representative (COTR) 16. Abstract This document is the third such handbook for freeway management and operations. It is intended to be an introductory manual – a resource document that provides an overview of the various institutional and technical issues associated with the planning, design, implementation, operation, and management of a freeway network. -
Directions to Arsenal Field: from Boston/Cambridge: Take Either Memorial Drive Or Storrow Drive/ Soldiers Field Road to Greenough Boulevard
Directions to Arsenal Field: From Boston/Cambridge: Take either Memorial Drive or Storrow Drive/ Soldiers Field Road to Greenough Boulevard. From Memorial Drive bear left at the split which leads to the Fresh Pond Parkway (when you bear left you want to go Past Buckingham, Brown and Nichols School-this is Greenough Blvd). From Storrow Drive Soldiers Field Road at the intersection past the Harvard stadium/fields continue over the bridge to cross the River into Cambridge (the Buckingham Brown and Nichols school will be right in front of you and you want to bear left onto Greenough Blvd.). At the end of Greenough Blvd. Bear right onto Arsenal Street. Proceed on Arsenal street west past the Arsenal Mall parking garage to the main entrance of the mall (extreme western end of Arsenal mall-there is a Marshall’s at this end). Take a left at the light at the main entrance to the mall (not the parking garage) and then take the first right in the parking lot. When you get to a stop sign to enter the Harvard Pilgrim Health Building take a left. Proceed over the speed bumps between the Marshall’s end of the Mall and the HPHC building and you will come to the parking lot for Arsenal field. From Wyeth: Take Fresh Pond parkway all the way to Greenough Blvd. And follow the directions above. If you stay to the extreme right after the Mt Auburn street intersection (don’t go on either Memorial Drive or Storrow Drive-stay to the extreme right lane) you will pass the BB&N school and end up on Greenough Blvd.. -
Dynamic Lane Reversal in Traffic Management
To appear in Proceedings of the 14th IEEE ITS Conference (ITSC 2011), Washington DC, USA, October 2011. Dynamic Lane Reversal in Traffic Management Matthew Hausknecht, Tsz-Chiu Au, Peter Stone David Fajardo, Travis Waller Department of Computer Science School of Civil and Environmental Engineering University of Texas at Austin University of New South Wales {mhauskn,chiu,pstone}@cs.utexas.edu {davidfajardo2,s.travis.waller}@gmail.com Abstract— Contraflow lane reversal—the reversal of lanes in order to temporarily increase the capacity of congested roads— can effectively mitigate traffic congestion during rush hour and emergency evacuation. However, contraflow lane reversal deployed in several cities are designed for specific traffic patterns at specific hours, and do not adapt to fluctuations in actual traffic. Motivated by recent advances in autonomous Fig. 1. An illustration of contraflow lane reversal (cars are driving on vehicle technology, we propose a framework for dynamic lane the right side of the road). The total capacity of the road is increased by reversal in which the lane directionality is updated quickly and approximately 50% by reversing the directionality of a middle lane. automatically in response to instantaneous traffic conditions recorded by traffic sensors. We analyze the conditions under systems, more aggressive contraflow lane reversal strategies which dynamic lane reversal is effective and propose an integer can be implemented to improve traffic flow of a city without linear programming formulation and a bi-level programming increasing the amount of land dedicated to transportation. formulation to compute the optimal lane reversal configuration An important component of implementing dynamic lane that maximizes the traffic flow. -
Contra-Flow Operations Bay Bridge
Bay Bridge Contra-flow Operations Bay Bridge What is Contra-flow? 8/13/2019 2 Bay Bridge Bridge Layout - Normal Operation Western Shore Eastern Shore • Two Bridge Spans – North Bridge : 3 Lanes Westbound – South Bridge : 2 Lanes Eastbound – Single Lane Capacity 1,500 VPH • North Bridge Max 4,500 VPH • South Bridge Max 3,000 VPH 8/13/2019 3 Bay Bridge Bridge Layout – Contra-flow Western Shore Eastern Shore • Contra-Flow – Uses one of the Westbound Bridge lanes for Eastbound Movement – Provides a 3rd Eastbound Lane – Not implemented during inclement weather 8/13/2019 4 Bay Bridge Contra-flow Operation • Increases Eastbound traffic throughput from 3,000 vph to 4,500 vph • Implemented only during ideal weather conditions – No Rain – No Frozen Precipitation – Winds below 30 mph – No Fog 8/13/2019 5 Bay Bridge Contra-flow Operation • Maintenance of traffic consist of: – Lane Signals • 28 North Bridge (Westbound) • 24 South Bridge (Eastbound) • Strobe on signals to indicate reverse traffic – Traffic barrels and cones to create tapers and directional lanes – Requires approximately 20-30 minutes for setup – Hourly Monitoring of volumes and travel & direction 8/13/2019 6 Bay Bridge Contra-flow - When? 8/13/2019 7 Bay Bridge Daytime Closures • Closures due to construction, inspection and preventive maintenance repairs on EB Bridge – requires contraflow ops • Monday thru Wednesday – 9:00 am to 2:30 pm • Thursday – 9:00 am to 1:30 pm • Friday – no lane closures permitted 8/13/2019 8 Bay Bridge Contra-flow Operations Contra-flow Operation (Weekday): -
Memorial Drive Greenway Improvements, Phase III Public Comments Received by DCR Deadline May 9, 2019
Memorial Drive Greenway Improvements, Phase III Public Comments received by DCR deadline May 9, 2019 Time Comment Name Email Adress Address City State Zip 4/9/19 11:51 AM re: Memorial Drive Greenway Improvements, Phase III -- yurij lojko [email protected] 18 lawrence st medford MA 02155 there are lots of stretches of this greenway that become dicey on a bike. without a mountain bike, it's not likely to be a comfortable or safe experience biking from the museum of science to brighton, for example, on the greenway. some of the newer stretches around MIT are great, but the rest are kind of all over the place. making it all more obvious where bikes/peds should each go while repaving neglected stretches would go a long way in making something good even better! thanks, yurij 4/11/19 12:19 PM 1. We need more water fountains along the path all the way up to Suzanne Blier [email protected] 5 Fuller Pl. Cambridge MA 02138 Watertown for runners. There are only 2 (one at the MIT boat house) and one at the Cambridge boat house. 2. The Memorial drive park at Harvard Square (right of the bridge as one faces Allston) should have an exercise area similar to the one near B.U. Two reasons for this: -1) fitness, and 2) it would bring more people here doing active things and this would cut down on people sleeping here and doing graffiti 3. related to greenway improvements: could we add a kind of memorial drive "pole" system that could be run from a switch so that Sundays the poles simply could be raised automatically at 10 AM and lowered at 4PM. -
SCANNED Firstsearch Technology Corporation
SCANNED FirstSearch Technology Corporation Environmental FirstSearch Report TARGET PROPERTY: 3607 WASHINGTON ST BOSTON MA 02130 Job Number: 95-E-017 PREPARED FOR: Web Engineering Associates, Inc. 104 Longwater Drive Norwell, MA 02061 11-04-05 FIRSTS Tel: (781) 551-0470 Fax: (781) 551-0471 Environmental FirstSearch is a registered trademark of FirstSearch Technology Corporation. All rights reserved. EnvironmentalFirstSearch Search Summary Report Target Site: 3607 WASHINGTON ST BOSTON MA 02130 FirstSearch Summary Database Sel Updated Radius Site 1/8 1/4 1/2 1/2> ZIP TOTALS NPL Y 05-17-05 1.00 0 0 0 0 0 0 0 CERCLIS Y 08-01-05 0.50 0 0 0 0 - 0 0 NFRAP Y 08-01-05 0.25 0 0 0 - - 1 1 RCRA TSD Y 09-22-05 0.50 0 0 0 0 - 0 0 RCRA COR Y 09-22-05 1.00 0 0 0 0 0 0 0 RCRA GEN Y 06-13-05 0.25 0 1 1 - - 3 5 ERNS Y 12-31-04 0.25 0 0 1 - - 47 48 State Sites Y 09-16-05 1.00 0 1 / 4 7 22 11 45 Spills-1990 Y 09-16-05 0.50 0 2/ 8 27 - 63 100 Spills-1980 Y 03-10-98 0.15 0 3 0 - - 76 79 SWL Y 04-06-05 0.50 0 0 0 0 - 5 5 REG UST/AST Y 05-27-05 0.25 0 1 6 - - 0 7 Leaking UST Y 09-16-05 0.50 0 1 " 4 5 - 3 13 State Wells Y 06-08-05 0.50 0 0 0 0 - 0 0 Aquifers Y 06-15-04 0.50 0 0 0 0 - 0 0 ACEC Y 05-16-05 0.50 1 0 4 7 - 0 12 Floodplains Y 05-13-98 0.50 0 0 0 4 - 0 4 Releases(Air/Water) Y 12-31-04 0.25 0 0 0 - - 124 124 Soils Y 09-26-03 0.25 3 3 9 - - 0 15 - TOTALS - 4 12 37 50 22 333 458 Notice of Disclaimer Due to the limitations, constraints, inaccuracies and incompleteness of government information and computer mapping data currently available to FirstSearch Technology Corp., certain conventions have been utilized in preparing the locations of all federal, state and local agency sites residing in FirstSearch Technology Corp.'s databases. -
Directions to the Howard Gotlieb Archival Research Center (Formerly Special Collections) at Boston University
Directions to the Howard Gotlieb Archival Research Center (formerly Special Collections) at Boston University 771 Commonwealth Avenue, 5th Floor Boston, Massachusetts 02215 Tel: 617-353-3696 Fax: 617-353-2838 Web: www.bu.edu/archives Email: [email protected] From South or West: Take the Massachusetts Turnpike (1-90) East to Exit 18, Allston/ Cambridge. Exit left. Follow signs to Cambridge to the second set of lights. Turn right at the lights; this is Soldiers Field Road/ Storrow Drive. Exit Storrow Drive at the Kenmore exit. Follow Local Directions below. From Southeast: Take I-93/Route 3 (Southeast Expressway) North to Boston. Exit onto Storrow Drive (Exit 26). Continue on Storrow Drive to the Kenmore exit. Follow Local Directions below. From North: Take 1-93 or Route 1 South to Boston. Exit onto Storrow Drive (Exit 26). Continue on Storrow Drive to the Kenmore exit. Follow Local Directions below. From the North Shore: Take Route 1-A through the Sumner Tunnel. Follow signs onto the Expressway North. Take the Back Bay/Storrow Drive exit, and follow signs onto Storrow Drive. Continue on Storrow Drive to the Kenmore exit. Follow Local Directions below. Local Directions: From Kenmore Square/Commonwealth Avenue exit of Storrow Drive. At the first set of traffic lights, turn right onto Beacon Street. Immediately at this point, the road forks (to the right and left of the bright red "Myles Standish Hall" sign); the right fork is Bay State Road. The left fork will take you into Kenmore Square. Stay to the left of the fork, in the right-hand lane. -
Storrow Drive Eastbound Bridge Replacement Project Limits
Storrow Drive Eastbound Bridge Replacement Project Limits BRIDGE B-16-365(4FK) Existing Condition Storrow Drive Bridge Eastbound over Ramps • Heavy steel corrosion • Concrete cracking & spalling • Deteriorated foundation with settlement issues Additional Deficiencies Storrow Drive/Bowker Interchange • Left Exits • Difficult Merges • Low Clearance(s) • Missing Ped – Bike Connections Alternatives Report Storrow Drive Eastbound Bridge Replacement Boston, MA Project File No. 606728 July 13, 2018 Opportunity For Transformative Improvements 1. DeadPrepared-end pedestrian for: pathways 2. Trapped historic monuments 3. Buried Muddy River 4. Unmitigated drainage into impaired waterways 5. Fragmented and inaccessible landscape areas 6. Minimal connection to Esplanade Reconnect Emerald Necklace Connection Severed since 1951 Restore Usable Open Space Along Charles River Improve Storm Water Management for Impaired Waterways Alternative 1A • Footprint of the Eastbound bridge • Includes a temporary bridge Alternative 1A – Analysis Advantages • Short project development, design and construction schedule • Low cost to re-establish groundcover landscape Disadvantages • Minimal Storrow EB roadway improvements • Storrow Drive WB left-hand exits remain • Esplanade and Emerald Necklace remain disconnected • Emerald Necklace remains inaccessible to the urban context • No improvement to stormwater run-off water quality • No new recreation opportunities Alternative 1B • Footprint of Eastbound bridge • On adjusted alignment Alternative 1B - Analysis Advantages