Brick Streets Plan
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City Maintained Street Inventory
City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8: -
Pavements and Surface Materials
N O N P O I N T E D U C A T I O N F O R M U N I C I P A L O F F I C I A L S TECHNICAL PAPER NUMBER 8 Pavements and Surface Materials By Jim Gibbons, UConn Extension Land Use Educator, 1999 Introduction Traffic Class Type of Road Pavements are composite materials that bear the weight of 1 Parking Lots, Driveways, Rural pedestrian and vehicular loads. Pavement thickness, width and Roads type should vary based on the intended function of the paved area. 2 Residential Streets 3 Collector Roads Pavement Thickness 4 Arterial roads 5 Freeways, Expressways, Interstates Pavement thickness is determined by four factors: environment, traffic, base characteristics and the pavement material used. Based on the above classes, pavement thickness ranges from 3" for a Class 1 parking lot, to 10" or more for Class 5 freeways. Environmental factors such as moisture and temperature significantly affect pavement. For example, as soil moisture Sub grade strength has the greatest effect in determining increases the load bearing capacity of the soil decreases and the pavement thickness. As a general rule, weaker sub grades require soil can heave and swell. Temperature also effects the load thicker asphalt layers to adequately bear different loads associated bearing capacity of pavements. When the moisture in pavement with different uses. The bearing capacity and permeability of the freezes and thaws, it creates stress leading to pavement heaving. sub grade influences total pavement thickness. There are actually The detrimental effects of moisture can be reduced or eliminated two or three separate layers or courses below the paved wearing by: keeping it from entering the pavement base, removing it before surface including: the sub grade, sub base and base. -
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 -
Town Standards Index (Select to View) • Collector Street Cross Section
Town Standards Index (select to view) • Collector Street Cross Section - Standard #3.00 • Collector Street Cross Section w/ Bike Lanes - Standard #3.01 • Local Street Cross Section - Standard #3.02 • Local Street Cross Section (No Curb) - Standard #3.03 • Industrial Street Cross Section - Standard #3.04 • 4-Lane Divided Street Cross Section - Standard #3.05 • Alley Cross Section - Standard #3.06 • Greenway Asphalt Path Cross Section - Standard #3.07 • Utility Trench Pavement Repair - Standard #3.08 • Typical Pavement Repair - Standard #3.09 • Standard Driveway Turnout - Standard #3.12 • Standard Curb & Gutter - Standard #3.13 • Median Curb - Standard #3.14 • Rolled Curb - Standard #3.15 • Residential Cul-de-sac - Standard #3.16 • Barricade for Dead End Streets - Standard #3.17 • Standard Concrete Drop Inlet - Standard #4.10 • Standard Brick Drop Inlet - Standard #4.11 • Standard Drop Inlet Grates - Standard #4.12 • Standard Concrete Catch Basin - Standard #4.13A • Standard Concrete Catch Basin - Standard #4.13B • Standard Brick Catch Basin - Standard #4.14A • Standard Brick Catch Basin - Standard #4.14B • HDPE Pipe - Standard #4.16 • Trench Installation for HDPE - Standard #4.16A • Polypropylene Pipe - Standard #4.17 • Trench Installation for Polypropylene - Standard #4.17A • Dissimilar Pipe Connections to RCP - Standard #4.18 • Curb Ramps - Standard #5.00 • Curb Ramps - New Development - Standard #5.01 • Curb Ramps - New Development - Standard #5.02 • Curb Ramps - New Development - Standard #5.03 • Curb Ramps - Retrofit - Standard #5.04 -
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. -
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 -
Road Surface Quality: What Road Users Want from Highways England November 2017 Road Surface Quality: What Road Users Want from Highways England
Road surface quality: what road users want from Highways England November 2017 Road surface quality: what road users want from Highways England Anthony Smith Jim O’Sullivan Chief Executive Chief Executive Transport Focus Highways England Foreword ransport Focus research in 2015 showed that not something separate. They prefer asphalt roads T surface quality was road users’ top priority for to concrete ones, partly because they are quieter improvement to England’s motorways and major to drive on. ‘A’ roads1, by some margin. But what wasn’t clear Highways England believes a connected was exactly which aspects of the surface users country is better for everyone. The company works wanted to be improved and why. hard to deliver the safest, smoothest, most Transport Focus and Highways England have reliable connections possible. In 2015/2016 therefore worked together to research just that. 1471 lane miles of resurfacing was carried out Our purpose being to ensure that the views of – 23 per cent higher than the original target. those using the roads shape decision-making in But Highways England is not complacent. this area. That’s why Transport Focus and Highways England The research shows that what road users want are both using this research to help inform the is not complicated. They want a surface without Government’s second Road Investment Strategy dips, bumps, potholes, undulations or deep ruts (RIS 2), covering 2020-25. Separately, Highways – in other words continuously smooth. They also England is considering the recommendations want clearer white lines and ‘cats eyes’, which Transport Focus has made in light of this users regard as part of the surface and research. -
Extruded Brick Product Profile
PRODUCT PROFILE Revised 1/2019 Glen-Gery Extruded Brick General Glen-Gery manufactures many sizes of extruded bricks in a multitude of shades and textures to accommodate the visual requirements of most projects. The more popular extruded bricks have a nominal four inch bed depth. These extruded units are often referred to as cored, stiff mud, or wirecut bricks. To differentiate between wirecut bricks and wirecut finishes, Glen-Gery refers to the wirecut finish as a velour texture. Unit Specifications Glen-Gery extruded bricks are typically manufactured to conform to the requirements of American Society for Brick Positions in a Wall Testing and Materials (ASTM) Standard Specification C 216, Grade SW, Type FBS and all grades of ASTM C 62. In Stretcher Rowlock some instances brick are manufactured to conform to ASTM C652 which includes increased core volume. These products also conform to the requirements of ASTM C 216, Grade MW. Certain Header products meet the requirements of ASTM C 216, Type FBX, ASTM C 902, ASTM C 652, or ASTM C 32. Inquiries should be made for specific applications or conformance to standards other than ASTM C 216 or C 62. When specifying this product, the specifications should cite: Soldier 1) The product name and state “as manufactured by Glen-Gery Corporation.” Sailor Rowlock Stretcher 2) Conformance to the requirements of the appropriate standard, (typically, ASTM C 216 or C652). 3) The actual unit dimensions listed as thickness x height x length. Example: Glenrose Battlefield as manu - factured by Glen-Gery Corporation to conform to the requirements of ASTM C 216, Grade SW, Type FBS. -
Chapter 2 Design Geometrics and Criteria
Topic #625-000-007 Plans Preparation Manual, Volume 1 January 1, 2017 Chapter 2 Design Geometrics and Criteria 2.0 General ...................................................................................... 2-1 2.0.1 Railroad-Highway Grade Crossing Near or Within Project Limits ............................................................. 2-3 2.1 Lanes ......................................................................................... 2-4 2.1.1 Travel Lanes and Auxiliary Lanes............................... 2-4 2.1.2 Other Lane Widths ..................................................... 2-5 2.1.3 Ramp Traveled Way Widths ....................................... 2-6 2.1.4 Pedestrian, Bicycle and Public Transit Facilities ......... 2-6 2.1.4.1 Pedestrian Facilities ................................... 2-6 2.1.4.2 Bicycle Facilities ......................................... 2-7 2.1.4.3 Public Transit Facilities ............................... 2-7 2.1.5 Cross Slopes .............................................................. 2-7 2.1.5.1 Hydroplaning Risk Analysis ........................ 2-8 2.1.6 Roadway Pavement ................................................. 2-11 2.1.6.1 Alternative Roadway Paving Treatments ............................................... 2-11 2.1.6.2 Maintenance Memorandum of Agreement Requirements for Patterned Pavement ................................. 2-13 2.1.7 Transitions of Pavement Widths ............................... 2-15 2.1.8 Number of Lanes on the State Highway System ...... 2-15 2.2 Medians .................................................................................. -
Gravel Roads Maintenance & Frontrunner Training Workshop
A Ditch In Time Gravel Roads Maintenance Workshop 1 So you think you’ve got a wicked driveway 2 1600’ driveway with four switchbacks and 175’ of elevation change (11% grade) 3 Rockhouse Development, Conway 4 5 6 Swift River (left) through National Forest into Saco River that drains the MWV Valley’s developments 7 The best material starts as solid rock that is drilled & blasted… 8 Then crushed into smaller pieces and screened to produce specific size aggregate 9 How strong should it be? One big truck = 10,000 cars! 10 11 The road surface… • Lots of small aggregate (stones) to provide strength with a shape that will lock stones together to support wheels • Sufficient “fines,” the binder that will lock the stones together, to keep the stones from moving around 12 • The stone: hard and uniform in size and more angular than that made just from screening bank run gravel 13 • A proper combination of correctly sized broken rock, sand and silt/clay soil materials will produce a road surface that hardens into a strong and stable crust that forms a reasonably impervious “roof” to our road • An improper balance- a surface that is loose, soft & greasy when wet, or excessively dusty when dry (see samples) 14 One way to judge whether gravel will pack or not… 15 Here’s another way… 16 Or: The VeryFine test The sticky palm test As shown in the Camp Roads manual 17 • “Dirty” gravel packs but does not drain • “Clean” gravel drains but does not pack 18 Other road surfacing materials: • Rotten Rock- traditional surfacing material in the Mt Washington Valley -
Advance Traffic Markings ATM Installation Road Surface Guide
Advance Traffic Markings ATM Installation Road Surface Guide Advance Traffic Markings P.O. Box H Roanoke Rapids, NC 27870 Phone: 252-536-2574 Fax: 252-526-4940 Introduction _____________________________________________________________ This Road Surface Guide is to help determine the suitability of pavements for the application of ATM Marking Tapes. It describes a wide variety of pavement conditions from newly treated to severely distressed and a recommendation for application of ATM Marking Tapes. Further Information For more information or road conditions not covered in this guide, please contact Advance Traffic Markings, 252-536-2574. How to Use This Guide _____________________________________________________________ The first part of this guide describes common surfaces and gives application recommendations for them. The remaining pages describe distressed surfaces with visual examples. This guide also addresses applications over oil drip zones and existing markings. The distress pages are formatted as follows: Type of Distress – The name or type of distress as it is commonly known. Description – A brief description of the distress and its most common physical appearance. Application Recommendations – Recommendations for the application of Advance Traffic Markings Pavement Marking Tapes. This is the recommendations for the distressed or affected portion of the road. A more complete examination of the entire roadway and types of other distresses should also be considered when using this guide. Asphalt Surfaces _____________________________________________________________ There are different types and textures of asphalt surfaces in which markings are applied. They vary greatly from one place to another. This is mainly due to the fact that some states have different standards than others and sometimes rely on what is locally available. -
Surface Pavement Materials Used Ion Urban Areas
Session 4 - Specific techniques and innovation Paper : Pavement surface materials used in urban areas Authors : Egbert BEUVING (EAPA) - Netherlands Jean-Paul MICHAUT (COLAS) - France Pavement surface materials used in urban areas -The range of urban materials- Egbert Beuving (EAPA) and Jean-Paul Michaut (COLAS) Summary A wide variety of pavement surface materials have been used in urban areas. The choice of the surface material depends on a range of rational and irrational arguments. In former days the availability of the materials was a dominant factor. Nowadays a broad scale of materials is available and functional requirements play an important role in the decision for a certain pavement type and surface layer now. The materials available are: • Bituminous bound materials (asphalt concrete, mastic asphalt) • Cement bound materials (concrete, concrete elements) • (Small) paving elements (block pavers, modular materials, stone, terracotta) • Composite pavements (a combination of the above mentioned ones) In urban areas there is a wide variety of pavement users, as there are: pedestrians, wheelchair- users, parents with prams, roller-skates, bicyclists, scoot-mobiles, motorists, passenger cars and trucks. The choice of the surface material depends on the (functional) requirements. Some of these requirements are the same as for highways; other ones might depend on the local situation. Additional requirements for urban areas might be a certain surface texture or colour for a certain image, easy to repair to guarantee the accessibility of houses, shops and other buildings, noise reducing, open for water infiltration, smooth to avoid vibrations and easy to open for accessing sewerage, gas and water systems. There might also be a need for flexible materials for creating ramps, roundabouts, cables and wiring.