Cost of Pavement Marking Materials
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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 .......................................... -
What Is the Difference Between an Arterial Street and a Non-Arterial (Local) Street?
WHAT IS THE DIFFERENCE BETWEEN AN ARTERIAL STREET AND A NON-ARTERIAL (LOCAL) STREET? Federal and State guidelines require that streets be classified based on function. Generally, streets are classified as either arterial streets or non-arterial streets. Cities can also use the designations to guide the nature of improvements on certain roadways, such as sidewalks or street calming devices. The primary function of arterials is to provide a high degree of vehicular mobility through effective street design and by limiting property access. The vehicles on arterials are often through traffic. Generally, the higher the classification of a street (Principal Arterial) being the highest), the greater the volumes, through movements, length of trips and the fewer the access points. Arterials in Shoreline are further divided into the three classes and are described as follows: • Principal Arterials have higher levels of local land access controls, with limited driveway access, and regional significance as major vehicular travel routes that connect between cities within a metropolitan area. Examples: Aurora Avenue N, NE 175th Street and 15th Avenue NE • Minor Arterials are generally designed to provide a high degree of intra-community connections and are less significant from a perspective of a regional mobility. Examples: Meridian Avenue N,N/ NE 185th Street and NW Richmond Beach Road • Collector Arterials assemble traffic from the interior of an area/community and deliver it to the closest Minor or Principal Arterials. Collector Arterials provide for both mobility and access to property and are designed to fulfill both functions. Examples: Greenwood Avenue N, Fremont Avenue N and NW Innis Arden Way. -
American Title a Sociation ~ ~
OFFICIAL PUBLICATION AMERICAN TITLE A SOCIATION ~ ~ VOUJME XXXVI JUNE, 1957 NUMBER 6 TITLE NEWS Official Publication of THE AMERICAN TITLE ASSOCIATION 3608 Guardian Building-Detroit 26, Michigan Volume XXXVI June, 1957 Number 6 Table of Contents Introduction-The Federal Highway Program ......... ... ................ .. .................... 2 J. E. Sheridan Highway Laws Relating to Controlled Access Roads ..... .. ....... ........... 6 Norman A. Erbe Title Companies and the Expanded Right of Way Problems ...... ............. .. 39 , Daniel W. Rosencrans Arthur A. Anderson Samuel J. Some William A . Thuma INTRODUCTION The Federal Highway Program J. E. SHERIDAN We are extremely grateful to Nor veloped its planning sufficiently to man A. Erbe, Attorney General of the show to the satisfaction of the dis State of Iowa, for permission to re trict engineer the effect of the pro print his splendid brief embracing posed construction upon adjace.nt the highway laws of various states property, the treatment of access con relating to the control in access roads. trol in the area of Federal acquisi Mr. Erbe originally presented this m tion, and that appropriate arrange narrative form before the convention ments have been made for mainte of the Iowa Title Association in May nance and supervision over the land of this year. As is readily ascertain to be acquired and held in the name able, this is the result of a compre of the United States pending transfer hensive study of various laws touch· of title and jurisdiction to the State ing on the incidents of highway regu or the proper subdivision thereof." lations. Additionally, we are privi It is suggested that our members leged to carry the panel discussion bring this quoted portion to the at of the American Right of Way Asso tention of officers of the Highway ciation Convention held in Chicago, Department and the office of its legal May 16 and 17, dealing with "Title division, plus the Office of the Attor Companies and the Expanded Right ney General within the members' ju of Way Problems". -
Brick Streets Plan
BRICK STREETS PLAN City of Rock Island Community & Economic Development Department Planning & Redevelopment Division Rock Island Preservation Commission Adopted 1988 by Rock Island City Council Amended: January 23, 2012 August 22, 2011 March 28, 2005 April 10, 2000 May 12, 1997 September 14, 1992 Rock Solid. Rock Island. 1899 - The first brick pavement was laid in the Tri-Cities on the corner of Twentieth Street and Second Avenue, Rock Island. The first brick was placed by Mayor William McConochie. Civil Engineer for the project was H.G. Paddock. -- From Historical Souvenir of Moline and Vicinity, 1909 TABLE of CONTENTS Executive Summary ..................................................................................... 3 Prioritization List ........................................................................................... 5 Map of Brick Streets ..................................................................................... 6 Methodology ................................................................................................ 9 History of Brick Street Construction in Rock Island ...................................... 10 Condition of Brick Streets ............................................................................. 13 Utilities and Brick Streets ............................................................................. 17 Street Standards .......................................................................................... 18 Owner-Occupancy Along Brick Streets ....................................................... -
Replacement of Davis Avenue Bridge Over Indian Harbor Bridge No
REPLACEMENT OF DAVIS AVENUE BRIDGE OVER INDIAN HARBOR BRIDGE NO. 05012 November 19, 2019 1 MEETING AGENDA • Project Team • Project Overview • Existing Conditions • Alternatives Considered • Traffic Impacts • Proposed Alternative • Railing Options • Construction Cost / Schedule • Contact Information • Questions 2 PROJECT TEAM Town of Greenwich Owner Alfred Benesch & Company Prime Consultant, Structural, Highway, Hydraulic, Drainage Design GZA GeoEnvironmantal Inc. Environmental Permitting Didona Associates Landscape Architects, LLC Landscaping Services, Planning 3 LOCATION MAP EXIT 4 EXIT 3 BRIDGE LOCATION 4 AERIAL VIEW BRIDGE LOCATION 5 PROJECT TIMELINE CURRENT PROJECT STATUS INVESTIGATION ALTERNATIVES PRELIMINARY FINAL CONSTRUCTION PHASE ASSESSMENT DESIGN DESIGN Spring to Fall 2020 February 2018 to June 2018 to January 2019 to May 2019 to May 2018 January 2019 April 2019 December 2019 6 PROJECT GOALS • Correct Existing Deficiencies of the Bridge (Structural and Functional) • Improve Multimodal Traffic Flow at Bridge Crossing (Vehicles / Bicycles / Pedestrians) • Maintain / Enhance Safety at Bridge Crossing • Meet Local, State, and Federal Requirements 7 EXISTING BRIDGE – BRIDGE PLAN 8 EXISTING BRIDGE – CURRENT PLAN VIEW 9 EXISTING BRIDGE Existing Bridge Data • Construction Year: 1934 • Structure Type: Concrete Slab Supported on Stone Masonry Abutments and Pier • Structure Length: 37’‐3” (17’‐1” Span Lengths) • Bridge Width: 43’+ (Outside to Outside) • Lane Configuration: Two Lanes, Two 4’ Sidewalks • Existing Utilities: Water, Gas (Supported -
PASER Manual Asphalt Roads
Pavement Surface Evaluation and Rating PASER ManualAsphalt Roads RATING 10 RATING 7 RATING 4 RATING PASERAsphalt Roads 1 Contents Transportation Pavement Surface Evaluation and Rating (PASER) Manuals Asphalt PASER Manual, 2002, 28 pp. Introduction 2 Information Center Brick and Block PASER Manual, 2001, 8 pp. Asphalt pavement distress 3 Concrete PASER Manual, 2002, 28 pp. Publications Evaluation 4 Gravel PASER Manual, 2002, 20 pp. Surface defects 4 Sealcoat PASER Manual, 2000, 16 pp. Surface deformation 5 Unimproved Roads PASER Manual, 2001, 12 pp. Cracking 7 Drainage Manual Patches and potholes 12 Local Road Assessment and Improvement, 2000, 16 pp. Rating pavement surface condition 14 SAFER Manual Rating system 15 Safety Evaluation for Roadways, 1996, 40 pp. Rating 10 & 9 – Excellent 16 Flagger’s Handbook (pocket-sized guide), 1998, 22 pp. Rating 8 – Very Good 17 Work Zone Safety, Guidelines for Construction, Maintenance, Rating 7 – Good 18 and Utility Operations, (pocket-sized guide), 1999, 55 pp. Rating 6 – Good 19 Wisconsin Transportation Bulletins Rating 5 – Fair 20 #1 Understanding and Using Asphalt Rating 4 – Fair 21 #2 How Vehicle Loads Affect Pavement Performance Rating 3 – Poor 22 #3 LCC—Life Cycle Cost Analysis Rating 2 – Very Poor 23 #4 Road Drainage Rating 1 – Failed 25 #5 Gravel Roads Practical advice on rating roads 26 #6 Using Salt and Sand for Winter Road Maintenance #7 Signing for Local Roads #8 Using Weight Limits to Protect Local Roads #9 Pavement Markings #10 Seal Coating and Other Asphalt Surface Treatments #11 Compaction Improves Pavement Performance #12 Roadway Safety and Guardrail #13 Dust Control on Unpaved Roads #14 Mailbox Safety #15 Culverts-Proper Use and Installation This manual is intended to assist local officials in understanding and #16 Geotextiles in Road Construction/Maintenance and Erosion Control rating the surface condition of asphalt pavement. -
This Gordon County Online Road Index Is a Public Resource of General Information
This Gordon County Online Road Index is a public resource of general information. The Gordon County Road Index contained herein is not the official Gordon County Road Index. Any questions regarding roads, streets, and other items should be directed to the Gordon County Public Works Department by calling 706-629-2785. Gordon County makes no warranty, representation or guarantee as to the content, sequence, accuracy,timeliness or completeness of any of the database information provided herein. The reader should not rely on the data provided herein for any reason. Gordon County shall assume no liability for: Any errors, omissions, or inaccuracies in the information provided regardless of how caused; OR any decision made or action taken or not taken by any person in reliance upon any information or data furnished hereunder. LAST UPDATED JUNE 2013 ROAD NAME ROAD # RD WIDTH SECTION MILEAGE BEGIN END ACADEMY CIRCLE 584 14 SW 0.03 ACADAMY DRIVE ACADEMY DRIVE ACADEMY DRIVE 111 19 SW 0.75 REEVES STATION ROAD ACADEMY CIRCLE AIRPORT CIRCLE 592 18 NW 0.59 CLINES ROAD NORVILLE DRIVE ALEX COURT 20 SE 0.1 WILLOW HAVEN STREET CUL DE SAC ALLEN LOOP 54 18 SE 0.68 BOONE FORD ROAD BOONE FORD ROAD ALTON DRIVE 599 18 SE 0.15 PETERS STREET EAST FULLER STREET AMAKANATA ROAD 41 18 SE 1.00 DEWS POND ROAD DEAD END ANTHONY DRIVE 21 18 NE 0.12 MITCHELL STREET DEAD END APPLE GROVE LANE 716 20 SE 0.04 ORCHARD WAY CUL DE SAC APPLE ROAD 257 17 NE 1.42 U.S. -
CONCRETE Pavingtechnology Concrete Intersections a Guide for Design and Construction
CONCRETE PAVINGTechnology Concrete Intersections A Guide for Design and Construction Introduction Traffic causes damage to pavement of at-grade street and road intersections perhaps more than any other location. Heavy vehicle stopping and turning can stress the pavement surface severely along the approaches to an intersection. The pavement within the junction (physical area) of an intersection also may receive nearly twice the traffic as the pavement on the approaching roadways. At busy intersections, the added load and stress from heavy vehicles often cause asphalt pavements to deteriorate prematurely. Asphalt surfaces tend to rut and shove under the strain of busses and trucks stopping and turning. These deformed surfaces become a safety concern for drivers and a costly maintenance problem for the roadway agency. Concrete pavements better withstand the loading and turning movements of heavy vehicles. As a result, city, county and state roadway agencies have begun rebuilding deteriorated asphalt intersections with con- crete pavement. These agencies are extending road and street system maintenance funds by eliminating the expense of intersections that require frequent maintenance. At-grade intersections along business, industrial and arterial corridor routes are some of the busiest and most vital pavements in an urban road network. Closing these roads and intersections for pavement repair creates costly traffic delays and disruption to local businesses. Concrete pavements provide a long service life for these major corridors and intersections. Concrete pavements also offer other advantages for As a rule, it is important to evaluate the existing pave- intersections: ment condition before choosing limits for the new concrete pavement. On busy routes, it may be desir- 1. -
Concrete Sidewalk Specifications
CONCRETE SIDEWALK SPECIFICATIONS GENERAL Concrete sidewalks shall be constructed in accordance with these specifications and the requirements of the State of Wisconsin, Department of Transportation, Standard Specifications for Road and Bridge Construction, Current Edition (hereafter “Standard Specifications”). Concrete sidewalks shall conform to the lines and grades established by the City Engineer. All removal and replacements will be made as ordered by the City Engineer. The Contractor shall construct one-course sidewalks of a minimum thickness of four (4) inches in accordance with the plans and specifications. Sidewalk through a driveway section shall be a minimum thickness of six (6) inches. Concrete driveway approaches shall be a minimum thickness of six (6) inches. SUBGRADE A new sub-base may be required by the Engineer if, in his opinion, the soil in the subgrade is soft or spongy in places and will swell or shrink with changes in its moisture content. If a new sub- base is required, it shall consist of granular material and shall be spread to a depth of at least three (3) inches and thoroughly compacted. While compacting the sub-base the material shall be thoroughly wet and shall be wet when the concrete is deposited but shall not show any pools of water. If the Contractor undercuts the subgrade two (2) inches or more, he shall, at his expense, bring the subgrade to grade by using gravel fill and it shall be thoroughly compacted. Where sidewalk is placed over excavations such as tree roots or sewer laterals, four (4) one-half (1/2) inch reinforcing bars shall be placed to prevent settling or cracking of the sidewalk. -
Pavement Mgmt Plan Street Listing
Town of Ashburnham Pavement Management Data 1/7/2021 Key REMINDER Town Accepted - Inspected It's important to keep the following in mind when reviewing this plan. State Roads Each fiscal year is subject to changes for any or all of the following reasons. Town Accepted - Gravel • Budget increases or decreases Town Accepted - Scenic Roads • Not receiving applied for grant monies Private • Changes to material costs RSR = Road Surface Rating • Unexpected changes to the condition of a particular road TIP = MA Transportation Improvement Program • Subject to funding allocation (Capital Plan) TOWN ACCEPTED INSPECTED Street Name Street Segment From Street RSR Repair Method Est. Cost Func. Class Estimated Action ACADEMY STREET ACADEMY ST-01 CENTRAL ST 99.23 No Maintenance Required $0.00 Local Completed ACADEMY STREET ACADEMY ST-02 PLEASANT ST N 99.23 No Maintenance Required $0.00 Local Completed AMES AVENUE AMES AVE CENTRAL ST 11.13 Major Rehabilitation $30,394.54 Local Cul De Sac/Dead End ASHBY ROAD ASHBY RD-01 CHAPEL ST 87.73 Routine Maintenance $6,852.38 Major Collector ASHBY ROAD ASHBY RD-02 STOWELL RD 89.73 Routine Maintenance $8,518.91 Major Collector ASHBY ROAD ASHBY RD-03 HOLT RD 91.73 Routine Maintenance $6,049.28 Major Collector ASHBY ROAD ASHBY RD-04 OLD ASHBY RD 96.73 No Maintenance Required $0.00 Major Collector Completed ASHBY ROAD ASHBY RD-05 OLD STEELE RD 96.73 No Maintenance Required $0.00 Major Collector Completed ASHBY ROAD ASHBY RD-06 RINGE TPKE 96.73 No Maintenance Required $0.00 Major Collector Completed BIRCHWOOD TERRACE -
ALDOT PROJECT STPMB‐4918(250) Mcfarland Road from 0.1 Mile North of Old Pascagoula Road to Three Notch‐Kroner Road
ALDOT PROJECT STPMB‐4918(250) McFarland Road from 0.1 Mile North of Old Pascagoula Road to Three Notch‐Kroner Road On behalf of the Alabama Department of Transportation, welcome to the public involvement website for the project to construct McFarland Road from just north of the intersection of Old Pascagoula Road and McDonald Road to Three Notch‐Kroner Road. Due to the ongoing COVID‐19 Pandemic, this website will act as the primary method of public outreach for this project instead of ALDOT’s traditional in‐person meeting format. 1 Project Stakeholders • Alabama Department of Transportation (ALDOT) • Mobile County The proposed improvements are part of the Alabama Statewide Transportation Improvement Program and was included in the Mobile County Pay‐As‐You‐Go program. The project is being designed by Neel‐Schaffer, Inc. in coordination with Mobile County officials. The project is being funded through federal transportation dollars as well as Mobile County Pay‐As‐You‐Go funds. 2 The project is located in south Mobile County approximately ¾ of a mile north of I‐65 and CR‐39 (McDonald Road). For this project, two alternatives will be carried forward through detailed study. Both Alternative 1 and Alternative 2 begin just north of the intersection of Old Pascagoula Road and McDonald Road and end at the intersection of Ben Hamilton Road and Three Notch‐Kroner Road. The purpose of the proposed project is to relieve traffic congestion along McDonald Road and Three Notch‐Kroner Road. Congestion along McDonald Road and Three Notch Road is due to increased development in the area. -
Concrete Pavementspavements N a a T T I I O O N N a a L L
N N a a t t i i o o n n a a Technical Services l l , R R o o u u n n d d a a b b o o Vail, Colorado u u t t May 22-25, 2005 Steve Waalkes, P.E. C C o o n n f f e e r r e e Managing Director n n c American Concrete Pavement Association c e e 2 2 0 0 0 0 5 5 TRB National Roundabouts Conference D D Concrete Roundabouts R R Concrete Roundabouts A A F F T T N N a a Flexible Uses liquid asphalt as binder Pro: usually lower cost Con: requires frequent maintenance & rehabilitation t t i i Asphalt o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C Terminology Terminology o o n n f f e e r r e e n n c c e e 2 2 0 0 0 0 5 5 D D R R A A Rigid Uses cement as binder Pro: longer lasting Con: higher cost Concrete F F T T N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C o o s n n c f f e i e r r t e e n n e y c c t e h e t 2 2 e 0 0 f s 0 0 aterials onstructability a e conomics 5 erformance (future maintenance) 5 Why Concrete Roundabouts? Why Concrete Roundabouts? D D E C P M R R • • • • •S •A A A F F T T Realize there is a choice N N a a t t i i o o n n a a l l R R o o u u n n d d a a b b o o u u t t C C o o n n f f e e r r e e n n c c e e 2 2 0 0 0 0 What performance characteristics of Where do we typically use concrete pavement? (situations, traffic conditions, applications, etc.) concrete pavement make it the best choice for roundabouts? 5 5 Why Concrete Roundabouts? Why Concrete Roundabouts? D D R R 1.