Where Did the Fatal Head Shot Come from ?
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High Occupancy Vehicle (HOV) Detection System Testing
High Occupancy Vehicle (HOV) Detection System Testing Project #: RES2016-05 Final Report Submitted to Tennessee Department of Transportation Principal Investigator (PI) Deo Chimba, PhD., P.E., PTOE. Tennessee State University Phone: 615-963-5430 Email: [email protected] Co-Principal Investigator (Co-PI) Janey Camp, PhD., P.E., GISP, CFM Vanderbilt University Phone: 615-322-6013 Email: [email protected] July 10, 2018 DISCLAIMER This research was funded through the State Research and Planning (SPR) Program by the Tennessee Department of Transportation and the Federal Highway Administration under RES2016-05: High Occupancy Vehicle (HOV) Detection System Testing. This document is disseminated under the sponsorship of the Tennessee Department of Transportation and the United States Department of Transportation in the interest of information exchange. The State of Tennessee and the United States Government assume no liability of its contents or use thereof. The contents of this report reflect the views of the author(s), who are solely responsible for the facts and accuracy of the material presented. The contents do not necessarily reflect the official views of the Tennessee Department of Transportation or the United States Department of Transportation. ii Technical Report Documentation Page 1. Report No. RES2016-05 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle 5. Report Date: March 2018 High Occupancy Vehicle (HOV) Detection System Testing 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Deo Chimba and Janey Camp TDOT PROJECT # RES2016-05 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Department of Civil and Architectural Engineering; Tennessee State University 11. -
Existing Mainline & Streetscape
EXISTING MAINLINE & STREETSCAPE Features Village of Hillside Village of Westchester Village of Bellwood Village of Broadview Village of Maywood Village of Forest Park Village of Oak Park City of Chicago www.eisenhowerexpressway.com HILLSIDE I-290 MAINLINE I-290 Looking West North Wolf Road I-290 East of Mannheim Road - Retaining Walls Underpass at I-290 - Noise Wall I-290 I-290 Looking West IHB R.R, Crossing I-290 Westbound approaching I-88 Interchange EXISTING MAINLINE AND STREETSCAPE FEATURES EXISTING MAINLINE AND STREETSCAPE FEATURES I-290 Looking West I-290 East side of Mannheim Road Interchange 2 www.eisenhowerexpressway.com CROSS ROADS OTHER FEATURES HILLSIDE Mannheim Road Mannheim Road Bridge, sidewalk and fence over I-290 Hillside Welcome Signage Mannheim Road Mannheim Road Bridge, sidewalk and fence over I-290 Hillside Marker at I-290 Mannheim Road Northbound - Hillside Markers at I-290 EXISTING MAINLINE AND STREETSCAPE FEATURES EXISTING MAINLINE AND STREETSCAPE FEATURES 3 www.eisenhowerexpressway.com WESTCHESTER I-290 MAINLINE I-290 EB CD Road I-290 EB CD Road Entrance I-290 Looking East - Westchester Boulevard Overpass Noise walls along Wedgewood Drive EXISTING MAINLINE AND STREETSCAPE FEATURES EXISTING MAINLINE AND STREETSCAPE FEATURES 4 www.eisenhowerexpressway.com CROSSROADS/FRONTAGE ROADS WESTCHESTER Bellwood Avenue Westchester Boulevard Bridge, sidewalk, wall and fencing over I-290 Looking North towards I-290 overpass Westchester Boulevard Mannheim Road Looking South Looking Southeast EXISTING MAINLINE AND STREETSCAPE FEATURES -
Recommended Ramp Design Procedures for Facilities Without Frontage Roads
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-05/0-4538-3 4. Title and Subtitle 5. Report Date RECOMMENDED RAMP DESIGN PROCEDURES FOR September 2004 FACILITIES WITHOUT FRONTAGE ROADS 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. J. Bonneson, K. Zimmerman, C. Messer, and M. Wooldridge Report 0-4538-3 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project No. 0-4538 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report: Research and Technology Implementation Office September 2002 - August 2004 P.O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Ramp Design Considerations for Facilities without Frontage Roads 16. Abstract Based on a recent change in Texas Department of Transportation (TxDOT) policy, frontage roads are not to be included along controlled-access highways unless a study indicates that the frontage road improves safety, improves operations, lowers overall facility costs, or provides essential access. Interchange design options that do not include frontage roads are to be considered for all new freeway construction. Ramps in non- frontage-road settings can be more challenging to design than those in frontage-road settings for several reasons. Adequate ramp length, appropriate horizontal and vertical curvature, and flaring to increase storage area at the crossroad intersection should all be used to design safe and efficient ramps for non-frontage-road settings. -
Storm Drain Marking
Storm Drain Marking Part of the City of Ashland Curb to Creek Campaign A STEP -BY-STEP GUIDE FOR NEIGHBORHOOD VOLUNTEER LEADERS Ashland Parks & Recreation North Mountain Park Nature Center 620 North Mountain Avenue Ashland, OR 97520 Phone: (541) 488-6606 Fax: (541) 488-6607 Email: [email protected] 1 Table of Contents What is Storm Drain Marking …………………………………………….……. Page 3 The First Steps for Neighborhood Leaders ……………………................. Page 3 Neighborhood Registration Form .......................………………............. Page 4 Getting Ready to Mark …...................…………………………….……....... Page 5 List of Materials in Marking Kits ……………………………….…………….Page 6 How to Mark the Storm Drain ..…......…....………………………………Pages 6-9 Safety First Locate and Prepare Stomp the Pad Record Activity Telling Neighbors about Curb to Creek …………………………….…….. Page 10 The Final Steps ..………...........................................………………….…Page 11 Project Report Form …………………………….………………………......... Page 12 Adult Volunteer Consent Form……………….………………………......... Page 13 Youth Volunteer Consent Form..…………….………………………......... Page 14 2 WHAT IS STORM DRAIN MARKING ? Storm drain marking is an educational program designed to inform citizens about the hazards of dumping pollutants into storm drains. The placards remind people that storm drains flow untreated, directly into local streams and creeks. Ashland’s storm drains are NOT connected to the sewage treatment plant. By placing storm drain markers, you can take an active roll in preventing pollution in your neighborhood. Volunteers may also distribute door hangers, informing citizens about the proper disposal of chemicals that could harm wildlife and pollute waterways. Storm drain marking helps build community and mobilize grass roots environmental protection. Marking also helps educate your neighbors about the importance of watershed protection. If you are interested, you can become a neighborhood leader for your own Storm Drain Stomp event. -
Allen County Storm Drain Marking Guide022510
The Allen County Surveyor’s Office has established a storm drain marking program to involve and educate the community of the harms of dumping pollutants down the storm drains. The following guidelines are provided to assist individuals, groups or organizations in planning, implementing, and preparing a successful storm drain marking event and to provide information on what citizens can do to prevent or reduce pollution that enters our waterways through storm drains. What is a Storm Drain? A storm drain is a network of underground pipes designed to control flooding by transporting stormwater from urban areas to a waterbody. The storm drain marking program involves marking storm drain inlets. The following are typical examples of storm inlets. What is Storm Drain Marking? Storm drain marking is labeling a storm drain inlet with a pre-printed marker, tile, sticker, or stencil that reads “ Dump No Waste - Drains to River ”, "Drains to Stream ”, or a similar written message that specifies the waterbody to which the storm drain inlet drains. Allen County has chosen a vinyl marker that comes in circular or rectangular form that is applied to the inlet with an adhesive or tie straps depending on the type of inlet being marked. Why Should We Mark Storm Drains? • Storm drain marking informs others about the street-to-river connection. Allen County 1 Storm Drain Marking Guide Surveyor’s Office • Many people may not realize that water flowing into storm drains or any material that is dumped or washes into the storm drains is not treated before it empties into a river, stream, or pond. -
High Occupancy Vehicle Lanes Evaluation Ii
HIGH OCCUPANCY VEHICLE LANES EVALUATION II Traffic Impact, Safety Assessment, and Public Acceptance Dr. Peter T. Martin, Associate Professor University of Utah Dhruvajyoti Lahon, Aleksandar Stevanovic, Research Assistants University of Ut ah Department of Civil and Environmental Engineering University of Utah Traffic Lab 122 South Central Campus Drive Salt Lake City, Utah 84112 November 2004 Acknowledgements The authors thank the Utah Department of Transportation employees for the data they furnished and their assistance with this study. The authors particularly thank the Technical Advisory Committee members for their invaluable input throughout the study. The authors are also thankful to the respondents who took the time to participate in the public opinion survey. The valuable contribution of those who helped collect data and conduct public opinion surveys is greatly appreciated. Disclaimer The contents of this report reflect the views of the authors, who are responsible for the facts and the accuracy of the information presented. This document is disseminated under the sponsorship of the Department of Transportation, University Transportation Centers Program, in the interest of information exchange. The U.S. Government assumes no liability for the contents or use thereof. ii TABLE OF CONTENTS 1. INTRODUCTION .............................................................................................................1 1.1 Background................................................................................................................1 -
Green Infrastructure Design for Transport Projects: a Road Map To
GREEN INFRASTRUCTURE DESIGN FOR TRANSPORT PROJECTS A ROAD MAP TO PROTECTING ASIA’S WILDLIFE BIODIVERSITY DECEMBER 2019 ASIAN DEVELOPMENT BANK GREEN INFRASTRUCTURE DESIGN FOR TRANSPORT PROJECTS A ROAD MAP TO PROTECTING ASIA’S WILDLIFE BIODIVERSITY DECEMBER 2019 ASIAN DEVELOPMENT BANK Creative Commons Attribution 3.0 IGO license (CC BY 3.0 IGO) © 2019 Asian Development Bank 6 ADB Avenue, Mandaluyong City, 1550 Metro Manila, Philippines Tel +63 2 8632 4444; Fax +63 2 8636 2444 www.adb.org Some rights reserved. Published in 2019. ISBN 978-92-9261-991-6 (print), 978-92-9261-992-3 (electronic) Publication Stock No. TCS189222 DOI: http://dx.doi.org/10.22617/TCS189222 The views expressed in this publication are those of the authors and do not necessarily reflect the views and policies of the Asian Development Bank (ADB) or its Board of Governors or the governments they represent. ADB does not guarantee the accuracy of the data included in this publication and accepts no responsibility for any consequence of their use. The mention of specific companies or products of manufacturers does not imply that they are endorsed or recommended by ADB in preference to others of a similar nature that are not mentioned. By making any designation of or reference to a particular territory or geographic area, or by using the term “country” in this document, ADB does not intend to make any judgments as to the legal or other status of any territory or area. This work is available under the Creative Commons Attribution 3.0 IGO license (CC BY 3.0 IGO) https://creativecommons.org/licenses/by/3.0/igo/. -
Road Design and Construction Terms
Glossary of Road Design and Construction Terms Nebraska ◆Department ◆of ◆Roads 3-C Planning The continuing, cooperative, comprehensive planning process in an urbanized area as required by federal law. (e.g. Lincoln, Omaha, or Sioux City Area Planning) 3R Project 3R stands for resurfacing, restoration and rehabilitation. These projects are designed to extend the life of an existing highway surface and to enhance highway safety. These projects usually overlay the existing surface and replace guardrails. 3R projects are generally constructed within the existing highway right-of-way. Abutment An abutment is made from concrete on piling and supports the end of a bridge deck. Access Control The extent to which the state, by law, regulates where vehicles may enter or leave the highway. Action Plan A set of general guidelines and procedures developed by each state to assure that adequate consideration is given to possible social, economic and environmental effects of proposed highway projects. All states were directed to develop this plan by the Federal Highway Administration. Adapted Grasses Grasses which are native to the area in which they are planted, but have adjusted to the conditions of the environment. Adverse Environmental Effects Those conditions which cause temporary or permanent damage to the environment. Aesthetics In the highway context, the considerations of landscaping, land use and structures to insure that the proposed highway is pleasing to the eye of the viewer from the roadway and to the viewer looking at the roadway. Aggregate Stone and gravel of various sizes which compose the major portion of the surfacing material. The sand or pebbles added to cement in making concrete. -
North/South Kuna Corridor (Railroad Crossing in the City of Kuna)
North/South Kuna Corridor Railroad crossing in the City of Kuna on Swan Falls Road Priority 20 Background A Union Pacific Railroad line runs through Kuna just south of downtown and parallel to Indian Creek. An average of 20 trains travels this route each day, according to Kuna Crossing: Feasibility and Implementation Plan;1 the total number can be as high as 39 trains a day. Train speeds range between 40 mph and 70 mph, and average train length is 88 cars. Trains have as many as 150 cars, up to two miles in total length, depending on the size of individual cars. Delays of up to 3½ minutes are observed at rail crossings in Kuna when trains travel through. The average time that crossing gates are down at the railroad crossings is 2½ minutes. The City of Kuna has requested a railroad overpass to alleviate emergency response delays, traffic delays, and north-south connectivity issues. Ada County Highway District (ACHD) completed the Kuna Crossing study to determine the most feasible alternative, and Swan Falls Road was selected as the preferred location.2 The Corridor at a Glance • Swan Falls Road/Linder Road corridor mostly rural and suburban: o Farms and a few large-lot subdivisions adjacent to road from I-84 south to Hubbard Road o Subdivisions, schools, and businesses along road from Hubbard to downtown Kuna and a short distance south of Indian Creek and the railroad o Farms and open brush from King Road south to Snake River/Swan Falls Dam • Road is two lanes wide, owned and maintained by ACHD o Combined with Linder Road, it is the longest north-south route in the Treasure Valley . -
Chapter 4. Road and Structure Design
Preparatory Survey for Metropolitan Arterial Road Improvement Project Final Report CHAPTER 4. ROAD AND STRUCTURE DESIGN 4.1 Road and Intersection Design 4.1.1 Design Criteria (1) Applicable Design Standards “Standard Specifications for geometric design of urban roads” published by the Directorate General of Highways of the Ministry of Public Works (MPW) in March 1992 is used as the main design standards for the road design. (2) Road Classification Roads in urban areas shall be classified into two types according to the kind of access control as follows. All roads in this project are defined as Type II. Type I : full access control Type II: partial access control or no access control Type II roads are classified into 4 classes according to their functional classification and design traffic volume. The design classes of Type II are shown in Table 4.1.1. Table 4.1.1 Design Classes of Type II Function Design traffic volume (PCU/day) Class Primary Arterial I Collector 10,000 or more I Less than 10,000 II Secondary Arterial 20,000 or more I Less than 20,000 II Collector 6,000 or more II Less than 6,000 III Local 500 or more III Less than 500 IV Source: Standard specifications for geometric design of urban roads, DGH Class I :The highest standard streets of 4 or more lanes to serve inter-city or intra-city, high speed, through traffic with partial access control Class II :High standard streets of 2 or more lanes to serve inter-city or intra-city, high speed, through traffic with/without partial access control Class III :Intermediate standard streets of 2 or more lanes to serve inter-district, moderate speed, through or access traffic without access control Class IV :Low standard streets of 1 travel way to serve access to the road side land lots (3) Design Speed The design speed of Type II shall be the value according to the class as follows. -
Drainage Design Manual
THE CITY OF SAN DIEGO Transportation & Storm Water Design Manuals Drainage Design Manual January 2017 Edition The City of San Diego | Drainage Design Manual | January 2017 Edition DRAINAGE DESIGN MANUAL THIS PAGE INTENTIONALLY LEFT BLANK FOR DOUBLE-SIDED PRINTING The City of San Diego | Drainage Design Manual | January 2017 Edition CONTENT Contents Contents ............................................................................................................................................................... i Figures ............................................................................................................................................................... vii Tables .................................................................................................................................................................. ix Equations ............................................................................................................................................................. x 1. Introduction.............................................................................................................................................. 1-1 Policies ............................................................................................................................................... 1-1 Basic Objectives ......................................................................................................................... 1-2 Exceptions to Design Standards ............................................................................................. -
City Wide Drainage Assessment Report
City of Summit City Wide Drainage Assessment Report Dept. of Community Services Division of Engineering Revised - July 2020 Aaron Schrager, City Engineer Rick Matias, Assistant City Engineer Lori Toth, Assistant Engineer Page 1 of 37 Table of Contents INTRODUCTION 3 SUMMARY 5 CATEGORY I – DRAINAGE LOCATIONS 1. Golf Course Pond (Permitting Phase) 7 2. Salt Brook 8 3. West End Avenue Erosion 9 4. Railroad Culverts 10 5. Middle Avenue Culvert 11 6. Beekman Road Culvert 12 CATEGORY II – DRAINAGE LOCATIONS 7. Briant Parkway, Easements near Springfield Avenue intersection 14 8. Portland Road – At Dorchester Road 15 9. Tulip Street – Oakland Place to Linden Place 16 10. Kenneth Court and Crest Acre Court 17 11. Morris Avenue at Elm Street Condo Driveway 18 12. Martins Brook 19 CATEGORY III – DRAINAGE LOCATIONS 13. Huntley Road (Under Construction) 21 14. Gloucester Road (Design Complete – Awaiting Construction) 22 15. Wade Drive 23 16. Sweet Briar Road / Plymouth Road (Under Construction - Phased) 24 17. Dorset Lane Icing 25 18. Club Drive 26 19. Ox Bow Lane 27 20. Princeton Street 28 21. Division Avenue Bridge (Part of #2) 29 22. Beverly Road & Sheridan Road 30 Page 2 of 37 COMPLETED PROJECTS (Pages 31-37) 1. 236 Springfield Avenue “The Dell” (Designed Completed-work not to be completed) 2. Whittredge Road/Dogwood Drive (Completed Fall 2007) 3. New Providence Avenue (Completed 2007) 4. Sheffield Road (Completed Fall 2008) 5. Memorial Field Basketball Courts (Completed 2008) 6. 8 & 12 Sweet Briar Road (Completed – Fall 2009) 7. Springfield Avenue and Summit Avenue (Completed – Fall 2009) 8. Laurel Avenue (Completed – Fall 2009) 9.