DOCSLIB.ORG

Road Tour Notes 201

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Road Tour Notes 201 Road Tour Notes 201 102ND ST SE Road Surface6" Cl5, 2" NW, 1-1/2 Plow Route Route 1 Maintenance Crackfill '11 From 145th Ave To CR 67 History 11/2/2015 rip rap this spring stabilized the slope 103RD ST SE Road SurfaceUnk Plow Route Unknown Maintenance 1-1/2" Overlay, '02, Crackfill, '11, From City Limits To CSAH 23 History Reclaim & 2" W '15 4/11/2015 reclaim township portion 107TH ST SE Road SurfaceGravel Plow Route Route 1 Maintenance From CR 57 To Dead End History 11/2/2015 dead end signs changing to No Outlet - Eyk has list for Jeff 11/2/2015 Dead end - bus turn around tough? Let bus drivers know it is ok to use the lane to turn around 109TH ST SE Road SurfaceUnk Plow Route Route 3 Maintenance 1-1/2" Overlay, '01, Crackfill, '11, Seal From 185th Ave To Town Line History Coat ,'14 11/2/2015 Orrock Town Line 112TH ST SE Road SurfaceGravel Plow Route Route 2 Maintenance From CR 51 To Dead End History 11/2/2015 gravel - need 9 button - Township Road Tour van almost got stuck. Routine blading? Not minimum maintenance road so should be on regular schedfule. Right now being bladed every other time or so. 122ND ST SE Road SurfaceGravel Plow Route Route 2 Maintenance From Dead End To CSAH 11 History 11/2/2015 East 400' gets calcuim chloride. Call from resident for more class 5. Board: check budget first - blade for now 4/11/2015 dust control - work with city Monday, November 2, 2015 Page 1 of 11 127TH ST SE Road Surface8"Cl 5, 2" NW, 1-1/2 Plow Route Route 2 Maintenance From City Limits To CSAH 11 History 11/2/2015 looks good - even with traffic. No bus stop ahead sign going in - clear site. 128TH AVE SE Road SurfaceGravel Plow Route Route 1 Maintenance From 82nd Str To Dead End History 11/2/2015 needs gravel and new 9 button sign 4/11/2015 gravel needed 157TH AVE SE Road SurfaceGravel Plow Route Maintenance From CSAH 4 To 92nd Str History 11/2/2015 URGENT: gravel road. Ditch missing section. large washout - needs repair 173RD AVE SE Road Surface6" Cl5, 2" NW, 1-1/2 Plow Route Route 3 Maintenance Crackfill '11 From CSAH 4 To 87th Str History 4/11/2015 crackseal with chips to fill 175TH AVE SE Road SurfaceGravel Plow Route Route 3 Maintenance From 77th Str To Lutz History 11/2/2015 CHECK: Gravel road - full maintenance - needs gravel - it is not minimum maintenance until after Lutz farm. If it is recorded differently, minimum maintenance sign needed 185TH AVE SE Road SurfaceUnk Plow Route Route 3 Maintenance Seal Coat '07 From CR 73 To CSAH 4 History 11/2/2015 10760 185th - new retaining wall way too large - needs to change. Letter? 11/2/2015 at 102nd - holding water. Concrete batch truck off road caused damage in October. Was to be repaired on Friday. Outlet was 'shut off' for now - 2.5'-3' deep hole. Eyk to call and see why repair has not begun. 11/2/2015 Hole that keeps coming up and needs filling in - done again last week 11/2/2015 coming to end of surface life. 190TH AVE SE Road SurfaceGravel Plow Route Route 3 Maintenance From 95th Str To Dead End History Monday, November 2, 2015 Page 2 of 11 11/2/2015 needs minimum maintenance sign. School bus turns around? Class 5 needed and blade occasionally 4/11/2015 needs minimum maintenance sign 67TH ST SE Road SurfaceGravel Plow Route Route 1 Maintenance 30' Embankment Constructed '99 From CSAH 11 To CR 93 History 4/11/2015 crackseal with chips to fill - split cost with Santiago - Eyk will call first 77TH ST SE Road SurfaceGravel Plow Route Route 1 Maintenance From Dead End To CR 27 History 11/2/2015 CHECK: see if recorded as minimum maintenance - needs minimum maintenance sign if it has been declared a minimum maintenance road. 4/11/2015 Gravel/minimum maintenance road - needs a minimum maintenance sign Road SurfaceUnk Plow Route Route 3 Maintenance From CSAH 11 To 175th Ave History 11/2/2015 gravel coming (approval at October 2015 BTB Mtg) 11/2/2015 near end of surface life. Candidate for reclaim within the next 5 years 82ND ST SE Road SurfaceUnk Plow Route Route 1 Maintenance 1-1/2" Overlay, '99, Seal Coat & East From TH 25 To CR 127 History 1400' reclaimed, 2"W, '13 11/2/2015 needs Crackfilling 87TH ST SE Road Surface'09 Borings, 4" grav Plow Route Route 3 Maintenance 1-1/2" Overlay, '01, Emb Widened to From CSAH 11 To 175th Ave History 30', '14 11/2/2015 reclaim and widened when surfaced 4/11/2015 crackseal with chips to seal 97TH ST SE Road SurfaceUnk Plow Route Route 1 Maintenance 1-1/2" Overlay, '08, Crackfill, '11 From CR 53 To TH 25 History 11/2/2015 Trees need to be trimmed N of 125th yet this fall (section right before Clear Lake Township) ASPEN RIDGE Monday, November 2, 2015 Page 3 of 11 173RD AVE SE Road Surface6" Cl5, 2" NW, 1-1/2 Plow Route Route 2 Maintenance From CR 73 To 123rd Str History 4/11/2015 not sure if right section of 173rd - large rocks - are these a right of way issue for plowing BIG OAK ESTATES 192ND CT SE Road Surface6" Cl5,1-1/2" NW, 1 Plow Route Route 3 Maintenance Crackfill '11, Seal Coat '12 From CSAH 4 To Cul de Sac History 11/2/2015 Chinese elms to come out this fall. 3 at end of cul de sac & 2 coming into cul de sac 193RD AVE SE Road Surface6" Cl5,1-1/2" NW, 1 Plow Route Route 3 Maintenance Crackfill '11, Seal Coat '12 From 95th Str To 191st Ave History 11/2/2015 9 button needed 4/11/2015 Patch or crack fill BOULDER CROSSING 117TH AVE SE Road Surface6" Cl5, 2" NW, 1-1/2 Plow Route Route 3 Maintenance From 87th Str To 119th Ave History 4/11/2015 Needs crackseal with chips to fill - Todd will check with Frank BRIDGEVIEW 170TH ST SE Road Surface6" Cl5,1-1/2" NW, 1 Plow Route Route 2 Maintenance Crackfill '11, Seal Coat '12 From Cul de Sac To CSAH 11 History 4/11/2015 All Bridgeview Cul De Sacs - crackseal with chips to fill 4/11/2015 Bridgeview - 17258 gravel in corner - pothole to repair CEDAR CREST ACRES 164TH ST SE Road SurfaceUnk Plow Route Route 2 Maintenance 1-1/2" Overlay, '01, Crackfill, '11, Seal From Dead End To 165th Street History Coat '15 Monday, November 2, 2015 Page 4 of 11 11/2/2015 9 button is fine. Path into field is on private property - not township's right of way 11/2/2015 9 button fine. Entrance into field is via private property 165TH ST SE Road SurfaceUnk Plow Route Route 2 Maintenance 1-1/2" Overlay, '04, Crackfill, '11, Seal From 166th Str To 173rd Ave History Coat '15 4/11/2015 crackseal with chips to fill - Todd thought this week if weather cooperates 166TH ST SE Road SurfaceUnk Plow Route Route 2 Maintenance 1-1/2" Overlay, '04, Crackfill, '11, Seal From Cul de Sac To 173rd Ave History Coat '15 11/2/2015 field road side doesn't look like it is being used as an access to 166th 172ND AVE SE Road SurfaceUnk Plow Route Route 2 Maintenance 1-1/2" Overlay, '04, Crackfill, '11, Seal From 163rd Str To Cul de Sac History Coat '15 11/2/2015 end of road is into wooded area CEDAR OAK ESTATES 169TH AVE SE Road SurfaceUnk Plow Route Route 2 Maintenance 1-1/2" Overlay, '04, Crackfill, '11, Seal From CSAH 11 To Cul de Sac History Coat '15 11/2/2015 good - new 9 button needed 4/11/2015 crackseal with chips to fill - Todd thought this week if weather cooperates CRESTVIEW 163RD ST SE Road SurfaceUnk Plow Route Route 2 Maintenance 1-1/2" Overlay, '04, Crackfill, '11, Seal From Cul de Sac To CR 50 History Coat '15 4/11/2015 gravel needed - fix rut 165TH ST SE Road SurfaceUnk Plow Route Route 2 Maintenance 1-1/2" Overlay, '04, Crackfill, '11, Seal From Cul de Sac To CR 50 History Coat '15 4/11/2015 gravel needed and grade - Type 3 Barricade needed - Todd EAGLE LAKE ESTATES Monday, November 2, 2015 Page 5 of 11 192ND ST NW Road Surface6" Cl5, 2" NW, 1-1/2 Plow Route Route 2 Maintenance From Town Line To Town Line History 11/2/2015 needs 9 button - See if Orrock Town Board is interested in Snowplow agreement. EAGLES LANDING 82ND ST SE Road Surface6" Cl5,1-1/2" NW, 1 Plow Route Route 3 Maintenance Crackfill '11, Seal Coat '12 From 173rd Ave To 175th Ave History 11/2/2015 Paved in 98, sealcoat in 2012 85TH ST SE Road Surface6" Cl5,1-1/2" NW, 1 Plow Route Route 3 Maintenance Crackfill '11, Seal Coat '12 From 172nd Ave To 175th Ave History 11/2/2015 viewed where pipe was replaced ELK RIVER GARDENS Garden Grove RD SE Sub 1 Road Surface4" Cl 5, 1-1/2" W Plow Route Route 2 Maintenance Seal Coat, '11 From Peggy Place To Town Line History 11/2/2015 Chlorided - not bladed since chloride put down - holding GEORGIA CIR SE Road SurfaceGravel Plow Route Route 2 Maintenance From Garden Grove Rd To Cul de Sac History 4/11/2015 Gravel needed - and fixing up ELKWOOD RIVERVIEW DR SE Road SurfaceUnk Plow Route Route 1 Maintenance 1-1/2" Overlay, '06, Crackfill, '11 From Woodcrest Lane To Cul de Sac History 11/2/2015 due for seal coats soon.
Load more

Recommended publications
  • PAVEMENT MANAGEMENT STUDY Templeton, MA
    PAVEMENT MANAGEMENT STUDY Templeton, MA Prepared by Stantec Date: September 2018 2 Stantec TABLE OF CONTENTS 1. INTRODUCTION 1 BACKGROUND 2 PAVEMENT MANAGEMENT CONCEPTS 3 STUDY APPROACH 5 2. METHODOLOGY 7 Pavement Management Software 8 The Pavement Condition Index (PCI) Defined 10 The Five Treatment Repair Bands 10 Priority Ranking and Future Projection 12 3. EXISTING CONDITIONS 15 Road Mileage and Current Pavement Condition Index (PCI) 16 Distribution of Pavement Conditions 21 Current Roadway Backlog 22 4. MODEL/PLANNING PROCESS 25 Budget Analysis 26 Scenario Findings 27 Zero Budget 28 Historical Budget (Worst-First) 29 Historical Budget (Pavement Management Strategy) 30 Equilibrium Funding Scenario 32 Progressive Funding Scenario 34 5. CONCLUSION 37 Recommended Plan of Action 38 Future Pavement Management 40 APPENDIX A. Templeton’s Public Roadway Backlog B. Repair Alternatives And Unit Costs C. Glossary D. Town-wide Pavement Conditions Map PAVEMENT MANAGEMENT STUDY Templeton, MA 3 TABLES 1. (PCI) Treatment Band Ranges 11 2. Zero Budget 28 3. Historical Budget (Worst First) 29 4. Historical Budget (Pavement Management Strategy) 31 5. Maintain PCI Funding Scenario 33 6. Progressive Funding Scenario 34 4 Stantec FIGURES 1. Pavement Deterioration Curve 4 2. PCI Distribution in Miles by Treatment Band 21 3. Dollar Backlog of Outstanding Repairs 22 4. Dollar Backlog Distribution vs. Dollar Budget Allocation 30 5. PCI Histogram of Network Conditions 32 6. Average PCI of Roadway Funding Scenarios 35 7. Dollar Backlog of Roadway Funding Scenarios 35 PAVEMENT MANAGEMENT STUDY Templeton, MA 5 SECTION NAME INTRODUCTION 1 BACKGROUND The Town of Templeton is located in Worcester County, Massachusetts which straddles Route 2 and comprises four main villages: Templeton Center, East Templeton, Baldwinville, and Otter River.
    [Show full text]
  • 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:
    [Show full text]
  • 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.
    [Show full text]
  • Inventory and Condition Assessment of Road Surfaces
    INVENTORY AND CONDITION ASSESSMENT OF ROAD SURFACES _____________________________ Town of Boulder Junction August 2017 Table of Contents 1. Introduction 2. Road Condition Survey 2.1 Inventory of Town Roads 2.2 Identifying Deficiencies 2.3 Condition Assessment 3. Selection of Repair Alternatives 3.1 Baseline Improvements 3.2 Repair Alternatives 4. Prioritizing the Town of Boulder Junction’s Road Repair Needs 4.1 Priority Setting Factors 4.2 Estimated Costs 4.3 Priorities of Roads Appendices Appendix A – Chip Seal Maintenance Prioritized by Year (1-5) Appendix B – Estimated Costs by Road Appendix C – Improvements (All Roads) Prioritized by Year (1-15) Appendix D – Improvements (Excluding Gravel Road Upgrades) Prioritized by Year (1-15) Appendix E – Improvements (Excluding Gravel Road Upgrades) Prioritized by Year (1-3) TOWN & COUNTRY ENGINEERING, INC. Madison Rhinelander Kenosha 2912 Marketplace Drive, Suite 103 • Madison, WI 53719 • (608) 273-3350 • [email protected] 1. Introduction Town & Country Engineering, Inc. has conducted a windshield level road surface condition survey of the Town of Boulder Junction’s 93 miles of roadway during six separate site visits. The survey was conducted along with the Town Board Chairman and a Road Improvement Committee member who provided information on each road based on historical observations concerning drainage, plowing, maintenance and other miscellaneous issues specific to each roadway. The purpose of the survey was to note observable deficiencies and areas of potential improvement, including structural and road bed improvements, safety related changes and drainage. Deficiencies vary from general drainage issues (lack of ditching) to specific areas of interest including particularly acute issues that may be able to be corrected with focused effort.
    [Show full text]
  • 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
    [Show full text]
  • Cover Technical Guides Convert.Indd
    If there are sharp curves in the road where vehicles can maintain a high speed, invert In sharp curved the the camber of the road (see also fi gure 43). This will reduce the risks of slipping camber of on the vehicles. Inverting the camber is gradually built up over a 20m section before entering outer side needs to into the curve. be inverted Figure 45: Example of inverting the camber in a sharp curve 7.4 Graveling In the past graveling of roads was considered an effective and cost-effective option Gravel surfaces for surfacing low-volume rural roads. Recent research however shows that gravel have many roads have serious limitations in many situations. Very often gravel surfaces are not limitations appropriate, affordable or sustainable for rural roads. There are for example serious problems related to the maintenance and sustainability of gravel surfaces (or ordinary earth roads). Although the initial construction costs of gravel roads are low, the maintenance costs are very high. The suitability of graveling roads depends on a range of factors. These include for example the road gradient, rainfall, material quality, haul distance and maintenance regime. Gravel should NOT be used if any of the following conditions, or a combination of them applies: Gravel quality is poor; Situations Compaction & thickness cannot be assured ; where gravel is not suitable as Haul distances are longer than 10km; surface option Rainfall is very high – Gravel loss is related to rainfall; There are dry season dust problems; Technical Guidelines for Supervisors Technical Traffi c levels are high, i.e. more than 200 vehicle equivalents per day; 49 Road gradients are more than 6% (with < 1,000mm rain per year) or more than 4% (with 1,000 – 2,000mm rain per year); If rainfall is more than 2,000mm/year; Adequate maintenance cannot be provided; Sub-grade is weak or soaked; Gravel deposits are limited or environmentally sensitive.
    [Show full text]
  • Road Standards
    P O L K C O U N T Y D E P A R T M E N T O F P U B L I C W O R K S R O A D S T A N D A R D S The Polk County Board of Commissioners Adopted These Standards on July 22, 1998 These standards prepared by and under the auspices of the staff of the Public Works Department TABLE OF CONTENTS Section Page I. Introduction................................................................................................................1 II. Application.................................................................................................................1 III. Definitions..................................................................................................................1 IV. Functional Classification ...........................................................................................4 V. Project Types.............................................................................................................5 VI. Access To A County Road ........................................................................................6 VII. Public Use Roads.......................................................................................................10 VIII. Private Roads.............................................................................................................11 IX. Use Of County Right-of-Way By Others .................................................................13 X. Transportation Impact Analysis ................................................................................14 XI. Roadway Design
    [Show full text]
  • 10. Design of Gravel and Low Standard Roads
    10. DESIGN OF GRAVEL AND LOW STANDARD ROADS 10.1 General Much of the information presented in this Section of the Pavement Design is based on the "Pavement and Materials Design Manual" prepared by the United Republic of Tanzania Ministry of Works 1999, and on relevant ERA and TRL publications. Available information has been modified to provide a simple procedure to design gravel wearing courses and low standard roads, which is appropriate to Ethiopian conditions. Gravel road pavements are generally utilized for roads where design traffic flow Annual Average Daily Traffic (AADT) is less than 200. This Section sets out the standards for pavement design, and specifies the materials which may be used for gravel roads. 10.2 Design Principles 10.2.1 STEPS TO BE CONSIDERED IN THE DESIGN PROCESS 1. Traffic (Baseline flow and forecast) 2. Material and geotechnical information (Field survey and material properties) 3. Subgrade (Classification, foundation for expansive soils and material strength) 4. Thickness design (Gravel wearing coarse thickness) 5. Materials design 10.2.2 ALL-WEATHER ACCESS An essential consideration in the design of gravel roads is to ensure all-weather access. This requirement places particular emphasis on the need for sufficient bearing capacity of the pavement structure and provision of drainage and sufficient earthworks in flood or problem soil areas (e.g. black cotton). 10.2.3 SURFACE PERFORMANCE The performance of the gravel surface mainly depends on material quality, the location of the road, and the volume of traffic using the road. Gravel roads passing through populated areas 211 in particular require materials that do not generate excessive dust in dry weather.
    [Show full text]
  • St. Louis County Traffic Sign Policy
    St. Louis County Traffic Sign Policy March 2014 St. Louis County Public Works Department Author: Victor Lund, PE Traffic Engineer St. Louis County [email protected] St. Louis County Technical Advisory Committee: James Foldesi, Public Works Director/Highway Engineer Brian Boder, Assistant County Engineer Kimberly Maki, Attorney Roland Hanson, Sign Supervisor Steve Anderson, Sign Supervisor Prepared for: St. Louis County Public Works Department 4787 Midway Road Duluth, MN 55811 218-625-3830 www.stlouiscountymn.gov TABLE OF CONTENTS 1. PURPOSE AND BACKGROUND ...................................................................................... 1 2. POLICY STATEMENT ....................................................................................................... 1 3. SIGN RETROREFLECTIVITY MANAGEMENT METHOD ................................................. 1 4. TRAFFIC SIGN MANAGEMENT ....................................................................................... 2 5. TRAFFIC SIGN STANDARDS AND GUIDANCE .............................................................. 2 5.1. SIGN SHEETING ............................................................................................................................. 2 5.2. SIGN POSTS .................................................................................................................................. 2 5.3. REGULATORY SIGNS ...................................................................................................................... 2 5.4. WARNING SIGNS
    [Show full text]
  • Camp Road Maintenance Manual
    GRAVEL ROAD MAINTENANCE MANUAL A Guide for Landowners on Camp and Other Gravel Roads Kennebec County Maine Department of Soil and Water Environmental Protection Bureaus of Land Conservation District Resources and Water Quality April 2016 For the purposes of this manual, the terms “gravel road” and “camp road” are used interchangeably and are used to describe private and public roads that are typically narrow and unpaved. - TABLE OF CONTENTS - ACKNOWLEDGEMENTS I INTRODUCTION 1 A Little History on Camp Roads 1 Some Questions and Answers 3 TROUBLESHOOTING GUIDE 7 Road Surface Problems 7 Culvert Problems 9 Ditch Problems 10 UNDERSTANDING THE BASICS 11 Soil Erosion 11 Factors Linked to Erosion 12 Water and Your Road 13 Surface Water 14 Groundwater 14 Erosion Control Principles 15 Work with Nature 17 Where to Drain to: Vegetated Buffers 17 Types of Buffers 18 How to Have an Effective Buffer 18 Buffers: Cost-Effective, Low Maintenance, and Good for the Lake 19 CAMP ROAD MAINTENANCE 20 Road Surface 20 Road Level 20 Road Materials 21 Road Material Composition 22 Alternative Road Surfacing Materials 24 Geotextiles as Road Base 24 Reclaimed Pavement/Recycled Asphalt (Reclaim) 26 Pavement 27 Other Alternative Surface Materials 27 Grading 28 Crowning and Super-Elevating 30 Alternative Equipment 33 Steel Tine Rake 33 Frontrunner Device 34 Dust Control 35 Winter Maintenance 37 Road Drainage 39 Ditches 39 Ditch Shape 40 Ditch Size and Depth 42 Ditch Erosion and Stabilization 43 Erosion in Ditches 43 Seeding and Mulching 44 Erosion Control Mix 46 Erosion
    [Show full text]
  • Road Infrastructure
    prosperity through mobility Part 2 REPORT OF THE HEAD OF TRANSPORT SECTION3: PROGRAMME 2: ROAD INFRASTRUCTURE Sub-programme 2.1 Programme Support Office Public Private Partnership (PPP) for Sourcing Engineering Plant Consequent to difficulties experienced by Vukuzakhe Contractors when hiring engineering plant, the Department identified a need to establish a Public Private Partnership for the hiring of engineering plants by Vukuzakhe Contractors at reasonable rates. To mention one problem, the exorbitant plant hire rates charged to Vukuzakhe Contractors increased the cost of road construction. As a result, strategies to address the situation and provide support to the emergence of Broad Based Black Economic Empowerment (BBBEE) Construction Companies who do not have ready access to engineering plant,s were developed. A feasibility study of a PPP was conducted and a document submitted to Provincial Treasury for approval. The second phase will be the roll out during the 2005/06 financial year, once approval has been obtained. Technology Transfer Centre The Departments Technology Training centre was actively involved during the 2004/05 financial year in re-alignment of the organisational structure in response to changes in customer training needs. The centre also relocated from the Pietermaritzburg Region to new offices at Head Office. The renovations at the Technology Transfer Centre which were undertaken during the 2004/05 financial year created a conducive environment that provides standard facilities including :- a modern materials testing laboratory; a mechanical workshop for training mechanical apprentices; four (4) modern equipped training rooms; a refurbished theatre; two (2) computer training rooms equipped with approximately 30 desk tops; a documentation centre; and a modern boardroom.
    [Show full text]
  • Dirt and Gravel Road BMP Guide
    Dirt and Gravel Road Best Management Practice Guide Landowner’s Handbook to Building and Maintaining Private Roadways Published by the Culpeper Soil and Water Conservation District with funding from the Chesapeake Bay Restoration Fund. January 2019 Table of Contents Introduction………………………………………………………………1 Site Assessment…………………………………………………………2 Design and Construction Considerations…………………3 Road Assessment………………………………………………………4 Common Problems……………………………………………………5 Troubleshooting………………………………………………………6 Maintenance……………………………………………………………8 Maintenance Schedule……………………………………………9 Inspection Checklist……………………………………………….10 Definitions………………………………………………………………11 References………………………………………………………………12 Acknowledgements………………………………………………..12 Section 2: Practice Specifications………………………….13-26 Dirt and Gravel Road BMP Guide Introduction There are close to 400 miles of dirt and gravel roads in the Culpeper District. Dirt and gravel roads are low-volume roads that have relatively low use and provide service to residences and agricultural, logging and recreational areas. Most dirt and gravel roads are privately maintained and serve individual lots or small subdivisions. Maintaining and improving these roads can be a major responsibility for landowners. Over time many roads and driveways Figure 1 deteriorate for a variety of reasons: poor construction, improper maintenance, excessive weather events, heavy traffic loads, and others. In addition to the high and frequent repair costs, many of these roads and roadside ditches drain directly into our waterways. The transport of both sediment and gravel into stream channels has a destructive impact to the stream ecosystem resulting in the smothering of aquatic habitat and reduction of the channel’s capacity to carry water. Sedimentation of the channel causes increased frequency of flooding and streambank erosion. Competent construction and maintenance of dirt and gravel roads can save the landowner money and better protect local waterways.
    [Show full text]