Green Alley Handbook an Action Guide to Create a Greener, Environmentally Sustainable Chicago
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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 .......................................... -
Understanding Intersections –– Stopping at Intersections Are Places Where a Number of Road Users Cross Intersections Paths
4 rules of the road Chapter 3, signs, signals and road markings, gave you some in this chapter information about the most common signs, signals and road markings you will see when driving. This chapter gives • Understanding you the information you’ll need to help you drive safely at intersections intersections, use lanes correctly and park legally. – signalling – types of intersections Understanding intersections – stopping at Intersections are places where a number of road users cross intersections paths. There is often a lot of activity in intersections, so it’s – right‑of‑way at important to be alert. Remember that other road users may be intersections in a hurry, and may want to move into the same space that you • Using lanes are planning on moving into. correctly – which lane Signalling should you use Signals are important — they let other traffic know what you are – lane tracking intending to do. You should signal when you’re preparing to: – turning lanes – reserved lanes • turn left or right – pulling into a • change lanes lane • park – passing – merging • move toward, or away from, the side of the road. – highway or freeway Types of intersections entrances and exits Controlled intersections – cul‑de‑sacs A controlled intersection is one that has signs or traffic lights – turning around telling you what to do. To drive safely in these intersections, you • Parking tips and need to know what the signals and signs mean, and also the rules right‑of‑way rules. But always be cautious. Other drivers may not be paying attention to the signs and signals. Uncontrolled intersections Uncontrolled intersections have no signs or traffic lights. -
ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue
ALLEY (NS) – Washington Avenue to Wright Avenue, Deane Boulevard to Quincy Avenue Alderman District 9 – Trevor Jung Existing pavement - Bituminous Right-of-way width - 16’ PCI – Alleys not rated Improvement Cost - Concrete at $74.00/ft Alderman Request Last Public Hearing Date – Never City of Racine - Assessment Schedule CITY ENGINEER'S OFFICE AUTHORITY - Benefits and Damage FOR: PORTLAND CEMENT CONCRETE PAVING RESOLUTION NUMBER 058319 15-May-20 LOCATION - Alley (NS) from Washington Ave to Wright Ave, Deane Blv Page 1 of 2 TAXNO NAME FRONTAGE RATE BENEFITS ADJUST SPEC. ADJ. ADDRESS MAILING ADDRESS ASSESSMENT 10192000 Mauer, Kristi L. 35.000$74.00 $2,590.00 $0.00 $0.00 1367 Deane Boulevard 1367 Deane Boulevard Racine, WI 53405 $2,590.00 10193000 Arndt, Ryan 35.000$74.00 $2,590.00 $0.00 $0.00 1365 Deane Boulevard 1365 Deane Boulevard Racine, WI 53405 $2,590.00 10194000 Kosterman, Robert P. & Margaret M. 35.000$74.00 $2,590.00 $0.00 $0.00 1363 Deane Boulevard 1363 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10195000 Lochowitz, Justin 35.000$74.00 $2,590.00 $0.00 $0.00 1359 Deane Boulevard 1359 Deane Boulevard Racine, WI 53405 $2,590.00 10196000 Johnson, Kenneth Sr. 35.000$74.00 $2,590.00 $0.00 $0.00 Cloyd, Christina 1355 Deane Boulevard 1355 Deane Boulevard Racine, WI 53405 $2,590.00 10197000 Garcia, Gregory 40.000$74.00 $2,960.00 $0.00 $0.00 1351 Deane Boulevard 1351 Deane Boulevard Racine, WI 53405 $2,960.00 10198000 Williams, Randall 40.000$74.00 $2,960.00 $0.00 $0.00 Veltus, Julie 1345 Deane Boulevard 5735 Ridgecrest Drive Racine, WI 53403 $2,960.00 10199000 Degroot, Matthew J. -
Access Management Manual, September 5, 2019 TABLE of CONTENTS
AccessAccess ManagementManagement ManualManual T E X A S Prepared by the City of Irving Public Works/Traffic and Transportation Department Adopted September 5, 2019 Access Management Manual, September 5, 2019 TABLE OF CONTENTS Section 1 Introduction Page 1.0 Purpose 1 1.1 Scope 1 1.2 Definitions 3 1.3 Authority 10 Section 2 Principles of Access Management 2.1 Relationship between Access and Mobility 11 2.2 Integration of Land Use and Transportation 11 2.3 Relationship between Access and Roadway Efficiency 12 2.4 Relationship between Access and Traffic Safety 12 Section 3 Access Management Programs and Policies 3.1 Identifying Functional Hierarchy of Roadways 14 3.1.1 Sub-Classifications of Roadways 14 3.1.1.1 Revising the “Master Thoroughfare Plan” 15 3.1.2 Comprehensive Plan 15 3.1.3 Discretionary Treatment by the Director 15 3.2 Land Use 15 3.3 Unified Access Planning Policy 16 3.4 Granting Access 16 3.4.1 General Mutual Access 17 3.4.2 Expiration of Access Permission 17 3.4.3 “Grandfathered” Access and Non-Conforming Access 17 3.4.4 Illegal Access 19 3.4.4.1 Stealth Connection 19 3.4.5 Temporary Access 19 3.4.6 Emergency Access 19 3.4.7 Abandoned Access 20 3.4.8 Field Access 20 3.4.9 Provision for Special Case Access 20 3.4.10 Appeals, Variances and Administrative Remedies 20 3.5 Parking and Access Policy 20 3.6 Access vs Accessibility 21 3.7 Precedence of Access Rights Policy 21 3.8 Right to Access A Specific Roadway 22 3.9 Traffic Impact Analyses (TIA’s) 22 3.9.1 Level of Service (LOS) 22 3.9.2 Traffic Impact Analysis (TIA) Requirements -
Evaluation of Concrete Pavements with Tied Shoulders Or Widened Lanes Bert E
39 19. K. Y. Kung. A New Method in Correlation Study of vision of Pavements. Proc., 3rd International Con Pavement Deflection and Cracking. Proc., 2nd In ference on Structural Design of Asphalt Pavements, ternational Conference on Structural Design of 1972, pp. 1188-1205. Asphalt Pavements, 1967, pp. 1037-1046. 20. P. H. Leger and P. Autret. The Use of Deflection Publication of this paper sponsored by Committee on Pavement Condi Measurements for the Structural Design and Super- tion Evaluation. Evaluation of Concrete Pavements With Tied Shoulders or Widened Lanes Bert E. Colley, Claire G. Ball, and Pichet Arriyavat, Portland Cement Association Field and laboratory pavements were instrumented and load tested to reducing pavement performance, Because of this prob evaluate the effect of widened lanes, concrete shoulders, and slab thick lem, several states have installed costly longitudinal ness on measured strains and deflectfons. Eight slabs were tested in the and transverse drainage systems. Thus, concrete field and two in the laboratory. Pavement slabs were 203, 229, or 254 shoulders and widened lanes have the potential for curing mm (8, 9, or 10 in) thick. Other major design variables included the width of lane widening, the presence or absence of dowels or of a con many drainage problems as well as providing additional crete shoulder, joint spacing, and the type of shoulder joint construc slab strength. tion. Generally, there was good agreement between measured strains and Many design features contribute to pavement life. values calculated by using Westergaard's theoretical equations. Concrete The effect of some of these features can be evaluated shoulders were effective in reducing the magnitude of measured strains analytically. -
Installing Alley-Gates
INSTALLING ALLEY-GATES: PRACTICAL LESSONS FROM BURGLARY PREVENTION PROJECTS Briefing Note 2/01 Shane Johnson and Camille Loxley July 2001 “The views expressed in this briefing note are those of the authors, not necessarily those of the Home Office (nor do they reflect Government policy).” Introduction Benefits of an alley-gate Alley-gating, the installation of security gates across Reducing burglary footpath and alleyways, is a form of situational crime Results from the 1998 British Crime Survey1 showed prevention that attempts to reduce the opportunity to that 55% of burglaries with entry occurred through the commit crimes such as domestic burglary. When rear in terraced and detached/semi-detached houses. installed and properly used, alley-gates should control Moreover, an analysis of recorded crime data for the access to vulnerable target areas – usually paths or county of Merseyside shows that this pattern is alleys at the rear and to the sides of houses. Although particularly evident for terraced housing, with entry there are good reasons for thinking that alley-gates being gained via the rear of the property for around 72% should reduce burglary, there is as yet little hard of burglaries. The implication of such findings is that in evidence that they do. This will be available later in the theory, by restricting access to the rear of properties, year when evaluations of projects funded by the Crime alley-gating should have a very significant effect on Reduction Programme report their findings. In the burglary, although there are as yet no impact interim, however, the promise of alley-gating is enough evaluations of alley-gating schemes available. -
A Guide for HOT Lane Development FHWA
U.S. Department of Transportation Federal Highway Administration A Guide for HOT LANE DEVELOPMENT A Guide for HOT LANE DEVELOPMENT BY WITH IN PARTNERSHIP WITH U.S. Department of Transportation Federal Highway Administration PRINCIPAL AUTHORS Benjamin G. Perez, AICP PB CONSULT Gian-Claudia Sciara, AICP PARSONS BRINCKERHOFF WITH CONTRIBUTIONS FROM T. Brent Baker Stephanie MacLachlin PB CONSULT PB CONSULT Kiran Bhatt Carol C. Martsolf KT ANALYTICS PARSONS BRINCKERHOFF James S. Bourgart Hameed Merchant PARSONS BRINCKERHOFF HOUSTON METRO James R. Brown John Muscatell PARSONS BRINCKERHOFF COLORADO DEPARTMENT OF TRANSPORTATION Ginger Daniels John O’Laughlin TEXAS TRANSPORTATION INSTITUTE PARSONS BRINCKERHOFF Heather Dugan Bruce Podwal COLORADO DEPARTMENT OF TRANSPORTATION PARSONS BRINCKERHOFF Charles Fuhs Robert Poole PARSONS BRINCKERHOFF REASON PUBLIC POLICY INSTITUTE Ira J. Hirschman David Pope PB CONSULT PARSONS BRINCKERHOFF David Kaplan Al Schaufler SAN DIEGO ASSOCIATION OF GOVERNMENTS PARSONS BRINCKERHOFF Hal Kassoff Peter Samuel PARSONS BRINCKERHOFF TOLL ROADS NEWSLETTER Kim Kawada William Stockton SAN DIEGO ASSOCIATION OF GOVERNMENTS TEXAS TRANSPORTATION INSTITUTE Tim Kelly Myron Swisher HOUSTON METRO COLORADO DEPARTMENT OF TRANSPORTATION Stephen Lockwood Sally Wegmann PB CONSULT TEXAS DEPARTMENT OF TRANSPORTATION Chapter 1 Hot Lane Concept And Rationale........................................................................2 1.1 HOT lanes Defined .................................................................................................2 -
Circular Walk from Bury Knowle Park to the C. S. LEWIS NATURE
Circular walk from Bury Knowle Park to the C. S. LEWIS NATURE RESERVE in Risinghurst, and on up to SHOTOVER; then a restricted byway to HORSPATH, and back to Headington through fields to THE RIDINGS (under 5½ miles/8.8 km) Walking boots essential in the Horspath area after rainy periods (1) Bury Knowle Park in central Headington to Risinghurst Leave Bury Knowle Park via the main gate, turn left on to the London Road, and cross that road at the first pelican crossing (opposite St Andrew’s School). Continue a short way eastwards on the London Road, and then take the first turning on the right down Wharton Road. Take the second turning on the left into St Leonard’s Road. Take the first turning on the right into Holley Crescent, and when it curves right, turn left on to Vallis Alley, the footpath that starts between Nos. 22 and 20 Holley Crescent. (This is a remnant of the old funeral path that the people of Quarry used to take to get to St Andrew’s Church before their own parish church opened in 1849.) If the alley is crowded, it is possible to go into Margaret Road recreation ground on the right and get back out on to the path again just before the pavilion. Continue on Vallis Alley all the way to the end, then cross Quarry High Street and enter the footpath that is opposite (Chapel Alley). The former Quarry Methodist Chapel of 1860 is on your left. At the end of Chapel Alley turn left into Quarry Hollow, then take the first right into Quarry School Place, with Headington Quarry Nursery School (formerly Headington Quarry National School) on your right. -
Shared Streets and Alleyways – White Paper
City of Ashland, Ashland Transportation System Plan Shared Streets and Alleyways – White Paper To: Jim Olson, City of Ashland Cc: Project Management Team From: Adrian Witte and Drew Meisel, Alta Planning + Design Date: February 2, 2011 Re: Task 7.1.O White Paper: “Shared Streets and Alleyways” - DRAFT Direction to the Planning Commission and Transportation Commission Five sets of white papers are being produced to present information on tools, opportunities, and potential strategies that could help Ashland become a nationwide leader as a green transportation community. Each white paper will present general information regarding a topic and then provide ideas on where and how that tool, strategy, and/or policy could be used within Ashland. You will have the opportunity to review the content of each white paper and share your thoughts, concerns, questions, and ideas in a joint Planning Commission/Transportation Commission meeting. Based on discussions at the meeting, the material in the white paper will be: 1) Revised and incorporated into the alternatives analysis for the draft TSP; or 2) Eliminated from consideration and excluded from the alternatives analysis. The overall intent of the white paper series is to explore opportunities and discuss the many possibilities for Ashland. Shared Streets Introduction Shared Streets aim to provide a better balance of the needs of all road users to improve safety, comfort, and livability. They are similar to European concepts such as the Dutch based ‘Woonerf’ and the United Kingdom’s ‘Home Zone’, with some distinct differences. This balance is accomplished through integration rather than segregation of users. By eschewing many of the traditional roadway treatments such as curbs, signs, and pavement markings, the distinction between modes is blurred. -
Indiana Drivers Manual: Ch. 7
CHAPTER 7 | Safe Vehicle Operation CHAPTER SEVEN | SAFE VEHICLE OPERATION Even the most experienced drivers can be distracted while driving. A defensive driver looks out for the actions of other drivers and anticipates potential problems. LANE MARKINGS Lane markings separate traffic and alert drivers when it is permissible to pass other vehicles. Yellow Lane Markings Yellow lane markings separate multiple lanes of traffic going in opposite directions. You may cross a broken yellow line to pass another vehicle when it is safe, but you should not cross a solid yellow line except to turn. Two-lane road with a solid yellow line Two-lane road with a broken Four-lane road with a solid yellow line yellow line White Lane Markings White lane markings separate multiple lanes of traffic going in the same direction. Most roads with more than two lanes have broken white lines to separate the lanes. You may cross a broken white line when it is safe to change lanes, but you should not cross a solid white line. Three lanes of traffic with broken white lines CHANGING LANES AND PASSING OTHER VEHICLES Change only one lane at a time. When changing lanes to prepare for a turn, you must signal your intention to do so at least 200 feet prior to changing lanes or turning. Your signal distance must be at least 300 feet before the turn if you are operating a vehicle in a speed zone of at least 50 miles per hour. Do not weave in and out of lanes, which will greatly increase your risk of an accident. -
Movingforward
FORWARD movingfAll 2010 A quarterly review of news and information about Pennsylvania local roads. When to Use Stop Signs in Alleys A Guide to Understanding the State’s Requirements Related to Traffic-Control Devices at Alley Intersections by Patrick Wright, Pennoni Associates When deciding whether to use stop signs and other An alley is considered a “highway” in the Vehicle traffic-control devices in alleys, municipalities Code because it is a “roadway open to the use of the should be familiar with two major issues. The first public.” Following this logic, the junction of an alley is whether traffic control is even required, and the with another highway (including another alley) is con- second is how to properly place the signs especially sidered an “intersection” under the Vehicle Code, and within the space constraints found in most alleys. thus crosswalks (whether marked or unmarked) exist. Understanding Alleys What Traffic-Control and Intersections Devices Are Required? Alleys are defined separately in both the Now that the definitions of alleys and intersec- Pennsylvania Vehicle Code (Title 75) and the tions have been clarified, the next step is to deter- Manual on Uniform Traffic Control Devices mine what traffic-control devices are required for (MUTCD). According to the Vehicle Code (Title alleys. As at any intersection, the Vehicle Code does 75, Section 102) as well as the MUTCD, an alley not necessarily require stop signs or other traffic-con- is “a street or highway intended to provide access to trol devices. Instead, the code has specific “rules of the rear or side of lots or buildings in urban districts the road” that govern driving behavior and the right- and not intended for the purpose of through of-way at intersections depending on the situation. -
Contruction of Concrete Shoulders
Construction of Concrete Shoulders Ralph L. D uncan Field Engineer, Bureau of Construction Illinois Division of Highways Springfield, Illinois INTRODUCTION Illinois has constructed concrete shoulders on portions of three con tracts. During the 1963-1964 construction season, our contracts per mitted the contractor the option of the type of stabilizing agent to use with a gravel or crushed stone material to produce a stabilized shoulder. We had progressed to this high type shoulder as have most highway departments in order to try to reduce maintenance problems, eliminate drop-offs at pavement edges, and provide a year-round safe recovery and emergency stopping areas. W e have on the Illinois highway system earth shoulders, gravel shoulders, crushed stone shoulders, cement aggre gate mixtures (or CAM ) shoulders, bituminous aggregate mixtures (or BAM) shoulders, and pozzolanic mixtures (or PA M ) shoulders. None of these shoulders have proven to be trouble-free. FIRST CONCRETE SHOULDERS IN ILLINOIS—1965 In the spring of 1965, a contractor requested the division of high ways to consider a proposal to place Portland cement concrete shoulders in place of the options provided in the contract. After consideration by the division, it was decided to permit this change in plans. W e hoped to determine the extent of any construction problems and by observation, in future years, to see what maintenance problems might develop. This first construction of Portland cement concrete shoulders is located just north of East Peoria on U.S. 150 between Interstate 74 and Illinois 87. The project is approximately five miles long. The roadway begins at the urban limits of East Peoria and varies from a 4-foot concrete median to a 40-foot depressed median as it leaves the urban area.