Oakland Railroad Quiet Zone Study
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												Consequences-Of-Rail
Consequences of Rail Vulnerability Explore the assets, sectors and vulnerabili5es within the county most likely to impact economic ac5vity and goods movement, and consider if local solu5ons can reduce both local and regional consequences. Creeks Infrastructure Marine Oil Terminal Refinery Rail Lines ¸ Burlington Northern Santa Fe Rlwy Union Pacific RR 0 1 2 Miles Copyright: ©2013 Esri, DeLorme, NAVTEQ 6. Increased congestion impacts transit dependent commuters, GHG emissions and air quality 2. Goods movement affected (Society & Equity + Environmental (Economic Consequences) Consequences) 5. Increased truck traffic 3. Impacts on co-located assets and congestion 1. Railroad (Varied Consequences) (Economic + Society & Vulnerabilities Equity Consequences) 4. Disruption of seaport 7. Interstate operations at Port of Vulnerabilities Richmond and Oakland (Economic + Society & Equity Consequences) 1 Railroad Vulnerabilities Fourteen miles of rail line in the project area is within or passes over the current 100-year floodplain. Seven more miles (or a total of twenty-one miles) may be exposed to a 100-year coastal storm with as little as 6 inches of sea level rise, and a total of forty- one miles may be exposed to a 100-year coastal storm with 30 inches of sea level rise. Lack of information • There is insufficient information available on the UP and BNSF rail lines in the project area to thoroughly evaluate the vulnerability of the rail infrastructure. Governance challenges • Some segments of rail located on the shoreline serve as the first line of defense against flooding, while some are protected by lands owned by others or levees paid for by the public. Not built to withstand flooding • Rail lines are not constructed or maintained to withstand flooding, storm events, wave action or rising groundwater. - 
												
												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 .......................................... - 
												
												Design Guidelines for the Use of Curbs and Curb/Guardrail
DESIGN GUIDELINES FOR THE USE OF CURBS AND CURB/GUARDRAIL COMBINATIONS ALONG HIGH-SPEED ROADWAYS by Chuck Aldon Plaxico A Dissertation Submitted to the Faculty of the WORCESTER POLYTECHNIC INSTITUTE in partial fulfillment of the requirements for the Degree of Doctor of Philosophy in Civil Engineering by September 2002 APPROVED: Dr. Malcolm Ray, Major Advisor Civil and Environmental Engineering Dr. Leonard D. Albano, Committee Member Civil and Environmental Engineering Dr. Tahar El-Korchi, Committee Member Civil and Environmental Engineering Dr. John F. Carney, Committee Member Provost and Vice President, Academic Affairs Dr. Joseph R. Rencis, Committee Member Mechanical Engineering ABSTRACT The potential hazard of using curbs on high-speed roadways has been a concern for highway designers for almost half a century. Curbs extend 75-200 mm above the road surface for appreciable distances and are located very near the edge of the traveled way, thus, they constitute a continuous hazard for motorist. Curbs are sometimes used in combination with guardrails or other roadside safety barriers. Full-scale crash testing has demonstrated that inadequate design and placement of these systems can result in vehicles vaulting, underriding or rupturing a strong-post guardrail system though the mechanisms for these failures are not well understood. For these reasons, the use of curbs has generally been discouraged on high-speed roadways. Curbs are often essential, however, because of restricted right-of-way, drainage considerations, access control, delineation and other curb functions. Thus, there is a need for nationally recognized guidelines for the design and use of curbs. The primary purpose of this study was to develop design guidelines for the use of curbs and curb-barrier combinations on roadways with operating speeds greater than 60 km/hr. - 
												
												Costing of Bicycle Infrastructure and Programs in Canada Project Team
Costing of Bicycle Infrastructure and Programs in Canada Project Team Project Leads: Nancy Smith Lea, The Centre for Active Transportation, Clean Air Partnership Dr. Ray Tomalty, School of Urban Planning, McGill University Researchers: Jiya Benni, The Centre for Active Transportation, Clean Air Partnership Dr. Marvin Macaraig, The Centre for Active Transportation, Clean Air Partnership Julia Malmo-Laycock, School of Urban Planning, McGill University Report Design: Jiya Benni, The Centre for Active Transportation, Clean Air Partnership Cover Photo: Tour de l’ile, Go Bike Montreal Festival, Montreal by Maxime Juneau/APMJ Project Partner: Please cite as: Benni, J., Macaraig, M., Malmo-Laycock, J., Smith Lea, N. & Tomalty, R. (2019). Costing of Bicycle Infrastructure and Programs in Canada. Toronto: Clean Air Partnership. CONTENTS List of Figures 4 List of Tables 7 Executive Summary 8 1. Introduction 12 2. Costs of Bicycle Infrastructure Measures 13 Introduction 14 On-street facilities 16 Intersection & crossing treatments 26 Traffic calming treatments 32 Off-street facilities 39 Accessory & support features 43 3. Costs of Cycling Programs 51 Introduction 52 Training programs 54 Repair & maintenance 58 Events 60 Supports & programs 63 Conclusion 71 References 72 Costing of Bicycle Infrastructure and Programs in Canada 3 LIST OF FIGURES Figure 1: Bollard protected cycle track on Bloor Street, Toronto, ON ..................................................... 16 Figure 2: Adjustable concrete barrier protected cycle track on Sherbrook St, Winnipeg, ON ............ 17 Figure 3: Concrete median protected cycle track on Pandora Ave in Victoria, BC ............................ 18 Figure 4: Pandora Avenue Protected Bicycle Lane Facility Map ............................................................ 19 Figure 5: Floating Bus Stop on Pandora Avenue ........................................................................................ 19 Figure 6: Raised pedestrian crossings on Pandora Avenue ..................................................................... - 
												
												The Practical Design of Advanced Marine Vehicles
The Practical Design of Advanced Marine Vehicles By: Chris B. McKesson, PE School of Naval Architecture and Marine Engineering College of Engineering University of New Orleans 2009 Version: Fall 2009 rev 0 This work sponsored by: US Office of Naval Research Grant No: N00014‐09‐1‐0145 1 2 CONTENTS 1 Summary & Purpose of this Textbook ................................................................................................ 27 1.1 Relationship of the Course to Program Outcomes ..................................................................... 28 1.2 Prerequisites ............................................................................................................................... 28 1.3 Resources .................................................................................................................................... 28 1.3.1 Numbered references cited in the text ................................................................................. 29 1.3.2 Important references not explicitly cited in the text ............................................................ 31 1.3.3 AMV Web Resources ............................................................................................................. 32 1.3.4 AMV Design Agents ............................................................................................................... 32 1.3.5 AMV Builders ......................................................................................................................... 33 2 A Note on Conventions ...................................................................................................................... - 
												
												Getting to the Curb: a Guide to Building Protected Bike Lanes.”)
Getting to the Curb A Guide to Building Protected Bike Lanes That Work for Pedestrians This report is dedicated to Joanna Fraguli, a passionate pedestrian safety advocate whose work made San Francisco a better place for everyone. This report was created by the Senior & Disability Pedestrian Safety Workgroup of the San Francisco Vision Zero Coalition. Member organizations include: • Independent Living Resource Center of San Francisco • Senior & Disability Action • Walk San Francisco • Age & Disability Friendly SF • San Francisco Mayor’s Office on Disability Primary author: Natasha Opfell, Walk San Francisco Advisor/editor: Cathy DeLuca, Walk San Francisco Illustrations: EricTuvel For more information about the Workgroup, contact Walk SF at [email protected]. Thank you to the San Francisco Department of Public Health for contributing to the success of this project through three years of funding through the Safe Streets for Seniors program. A sincere thanks to everyone who attended our March 6, 2018 charette “Designing Protected Bike Lanes That Are Safe and Accessible for Pedestrians.” This guide would not exist without your invaluable participation. Finally, a special thanks to the following individuals and agencies who gave their time and resources to make our March 2018 charette such a great success: • Annette Williams, San Francisco Municipal Transportation Agency • Jamie Parks, San Francisco Municipal Transportation Agency • Kevin Jensen, San Francisco Public Works • Arfaraz Khambatta, San Francisco Mayor’s Office on Disability Table of - 
												
												Optimized Design of Concrete Curb Under Off Tracking Loads December 2008 6
Technical Report Documentation Page 1. Report No. 2. Government 3. Recipient’s Catalog No. FHWA/TX-09/0-5830-1 Accession No. 4. Title and Subtitle 5. Report Date Optimized Design of Concrete Curb under Off Tracking Loads December 2008 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Chul Suh, Soojun Ha, Moon Won 0-5830-1 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Center for Transportation Research 11. Contract or Grant No. The University of Texas at Austin 0-5830 3208 Red River, Suite 200 Austin, TX 78705-2650 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report, 09/2005-08/2007 Research and Technology Implementation Office 14. Sponsoring Agency Code P.O. Box 5080 Austin, TX 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. 16. Abstract Most research studies in the portland cement concrete (PCC) pavement area focused on addressing distresses related to pavement structure itself. As a result, the design and construction of other structural elements of the concrete curb and curb and gutter (CCCG) system have been overlooked and not much research has been done in this area. Visual inspection of damaged CCCG systems was conducted in the field. All damaged CCCG systems were the TxDOT Type II system and almost all damaged CCCG systems were found at U-turn curbs due to excessive off tracking of traffic. Although geometric changes of the curb design are the fundamental solutions for the off tracking failure, such changes are not feasible in most cases due to economic and space limitations. - 
												
												Contra Costa County Department Of
CONTRA COSTA COUNTY DEPARTMENT OF CONSERVATION & DEVELOPMENT 651 Pine Street, North Wing - 4th Floor Martinez, CA 94553-1229 Telephone: (925) 335-1201 Fax: (925) 335-1300 TO: Transportation, Water and Infrastructure Committee (Supervisor Gayle B. Uilkema, Chair; Supervisor Mary N. Piepho) FROM: John Greitzer, Transportation Planning Section DATE: September 29, 2008 SUBJECT: Potential reactivation of Mococo freight railroad line RECOMMENDATION: Review this report, discuss with Union Pacific officials at the Committee meeting, and consider providing a report to the full Board or other action as appropriate ATTACHMENTS: • Maps (2) provided by Union Pacific Railroad • Contra Costa Times article, August 18, 2008 • County maps (2) showing street crossings and schools along Union Pacific line The Transportation, Water and Infrastructure Committee has asked staff to provide a report on the potential reactivation of the “Mococo” freight railroad line in eastern Contra Costa County, as reported in recent newspaper articles, and the possible impacts of this action on communities along the route. This report responds to that request. Union Pacific Railroad staff will attend the meeting to discuss the issue with the Committee. Railroad representatives also are meeting with officials in the cities along the Mococo line. Background The Mococo line is the portion of the Union Pacific Railroad (UP) system between Martinez and Tracy in San Joaquin County. The name Mococo is short for Mountain Copper Company, a long- gone smelting operation just east of Martinez that used the railroad line in the early 1900s. From Martinez heading east, the tracks go through the Concord Naval Weapons Station, Bay Point, Pittsburg, Antioch, Oakley, Brentwood, and Byron, and continue southeast along Byron Highway to Tracy. - 
												
												Section 11 Concrete Curbs, Curb and Gutters, Concrete Surfacing
SECTION 11 CONCRETE CURBS, CURB AND GUTTERS, CONCRETE SURFACING, SIDEWALKS, DRIVEWAYS AND BIKEWAYS 12/08/15 STANDARD CONSTRUCTION SPECIFICATIONS Chapter 11 - CONCRETE CURBS, CURB AND GUTTERS, CONCRETE SURFACING, SIDEWALKS, DRIVEWAYS AND BIKEWAYS 11.00 SCOPE 11.10 GENERAL 11.20 MATERIALS A. CONCRETE B. PORTLAND CEMENT C. GRADATION LIMITS- FINE AGGREGATE D. GRADATION LIMITS- COURSE AGGREGATE E. WATER F. SLUMP G. WORKABILITY H. MIXING I. ADMIXTURES J. FLY ASH K. WATER REDUCING, SET CONTROLLING ADMIXTURE L. REINFORCING STEEL M. REINFORCING BARS N. DOWEL BARS O. EXPANSION JOINTS P. JOINT SEALING MATERIAL: 11.30 CONSTRUCTION METHODS A. PREPARATION OF SUBGRADE 11.32 FORMS A. RIGID FORMS B. SLIP FORMS 11.33 CONCRETE PLACEMENT A. VIBRATING B. FINISHING C. CURING D. PROTECTION 11.34 CURBS, CURB AND GUTTERS AND VALLEY GUTTERS 11.35 MEDIAN SURFACING 11.36 STAMPED AND COLORED BRICK PATTERN CONCRETE SURFACING 11.37 SIDEWALKS. 11.38 DRIVEWAYS 11.39 HANDICAPPED RAMPS 11.40 CONSTRUCTION APPURTENANCES 11.41 PLACING REINFORCING STEEL 11.42 JOINTS A. CONTRACTION JOINTS B. EXPANSION JOINTS C. JOINT SEALING 11.43 COLD WEATHER CONCRETING A. COLD WEATHER CONCRETING 11.44 HOT WEATHER CONCRETING A. HOT WEATHER CONCRETING 12.70 QUALITY ASSURANCE A. CONCRETE TESTING SERVICE B. MIX DESIGN C. QUALITY CONTROL City of Kearney, NE Standard Specifications Section 11 1098 11.90 MEASURMETN AND PAYMENT A. MEASUREMENT AND PAYMENT B. CURBS AND GUTTERS C. VALLEY GUTTERS D. MEDIAN SURFACING E. STAMPED AND COLORED BRICK PATTERN CONCRETE SURFACING F. SIDEWALKS G. DRIVEWAYS H. DETECTABLE TRUNCATED SURFACEING City of Kearney, NE Standard Specifications Section 11 1099 11.00 SCOPE Concrete curbs, curb and gutters, sidewalks, driveways, and bikeways shall be constructed of the material herein specified, on an approved subgrade, in accordance with these Specifications and in conformance with the lines, grades, typical cross section and details shown on the Plan. - 
												
												HOV Brochure
P F 3 e O 3 d 5 e B 3 r o 0 a x l F 9 W i r Contact Us! 7 s t a 1 W y 8 , a W y A S o PUBLIC WORKS 9 u 8 t h 0 “What Your 6 253-661-4131 3 - 9 Washington 7 1 PUBLIC SAFETY 8 Driver Guide Does Not 253-661-4707 Teach E-MAIL This guide will You.” [email protected] ex p la in t o dr iv er s WEB SITE t he b est wa y t o cityoffederalway.com n a v iga t e o ur C it y usin g H O V la n es a n d U-t ur n s sa f ely , lega lly , a n d ef f ic ien t ly . BROUGHT TO YOU BY YOUR PUBLIC WORKS DEPARTMENT As you may have USING HOV MYTH: When exiting business driveways and LEGAL noticed, Federal entering the roadway, I must drive through the HOV lane and enter traffic directly in the general Way is now home LANES U-TURNS purpose or ”through” lane to HOV lanes The City is along many of our The most common FACT: NO! The HOV lanes are intended as encouraging use of major roadways. question drivers of a single- acceleration lanes for vehicles entering the LEGAL U-turns HOV lanes have been installed on S 348th occupancy vehicle ask is: roadway. Enter the HOV lane to accelerate, and where appropriate. Street, on SR 99 (S 312th to S 324th), and on “When and where am I change lanes at your first safe opportunity. - 
											
Section 1: Introduction
Table of Contents Section 1: Introduction .......................................................................... 1 Section 2: Existing Conditions .................................................................. 4 Population and Employment ............................................................................ 4 Land Use .................................................................................................... 4 Rail Operations in Galt ................................................................................... 6 Freight Operations ................................................................................................ 6 Passenger Operations - Amtrak ................................................................................. 7 At-Grade Crossings Considered for a Quiet Zone..................................................... 7 Twin Cities Road .................................................................................................. 8 Spring Street ....................................................................................................... 9 Elm Avenue ......................................................................................................... 9 A Street ............................................................................................................ 10 C Street ............................................................................................................ 12 F Street ........................................................................................................... - 
												
												ESCI Report Template Version C
Pinole Fire Department Pinole, California REGIONAL FIRE SERVICE DELIVERY STUDY ADDENDUM March 2020 Regional Fire Service Delivery Study Addendum City of Pinole Fire Department TABLE OF CONTENTS Acknowledgments ............................................................................................................................ iii Executive Summary .......................................................................................................................... iv SECTION I: EVALUATION OF CURRENT CONDITIONS ...................................................................... 1 Current Conditions ............................................................................................................................ 2 Organizational Overview ............................................................................................................................ 2 Service Area & Infrastructure ...................................................................................................................... 5 Staffing Analysis ......................................................................................................................................... 6 Emergency Management ........................................................................................................................... 7 Fire Prevention ........................................................................................................................................... 8 Training ....................................................................................................................................................