OMT Pavement DesignRehabilitation Manual 2013
$48.75
Ontario Ministry of Transportation, Pavement Design and Rehabilitation Manual, 2nd Edition, 2013
| Published By | Publication Date | Number of Pages |
| OMT | 2013 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 29 | 1 Materials 1.1 Subgrade Materials 1.1.1 Soil and Rock Identification and Classification Physiography of Ontario |
| 30 | Soil Classification |
| 31 | Soil Descriptions |
| 32 | Engineering Properties Rock |
| 34 | 1.1.2 Soil Investigations |
| 35 | Vehicle-Mounted Power Augers Manual Augers |
| 36 | Organic Samplers Backhoes |
| 37 | Core Drilling Equipment for Rock Sampling Depths and Locations |
| 38 | Water Well Regulation 903 1.1.3 Soil Tests |
| 39 | Particle Size Analysis, LS 702 Moisture Content, LS 701 |
| 40 | Atterberg Limits, LS 703 and LS 704 Moisture / Density Relationship, LS 706 and LS 707 |
| 41 | California Bearing Ratio Field Vane Test |
| 42 | 1.1.4 Specialized Soil Testing 1.1.5 Lime Treated Subgrades |
| 44 | 1.2 Granular Materials 1.2.1 Use of Granular Materials In Pavement Structures |
| 47 | Granular A |
| 48 | Granular B |
| 51 | Granular M Granular O |
| 52 | Select Subgrade Material (SSM) |
| 53 | 1.2.2 Pre-Contract Granular Material Sampling |
| 54 | 1.2.3 Pre-Contract Granular Material Testing Sieve analysis of aggregate, LS 602 Micro-Deval , LS 618 and LS 619 |
| 55 | Petrographic Analysis of Coarse Aggregate, LS 609 Plasticity Index, LS 703 and LS 704 and LS-631 Percent Crushed, LS 607 |
| 56 | 1.3.1 Hydraulic (Portland) Cement Modified Base and Subbase Cement Treated Base |
| 57 | Lean Concrete Base Roller Compacted Concrete Open Graded Drainage Layer 1.3.2 Asphalt Treated Granular Materials |
| 58 | Bituminous Treated Base Emulsion Stabilized Base Asphalt Treated Open Graded Drainage Layer Expanded Asphalt Stabilization |
| 59 | 1.3.3 Lime and Fly Ash Treated Granular Materials |
| 60 | 1.3.4 Calcium Chloride |
| 61 | 1.3.5 Miscellaneous Granular Treatments Lignosulphonate Controlled Density Backfill (Unshrinkable Fill) |
| 62 | 1.4 Asphaltic Materials |
| 63 | 1.4.1 Asphalt Material Categories Hot Mix Asphaltic Concrete |
| 64 | a) Stone Mastic Asphalt |
| 65 | b) SuperPave |
| 68 | c) Warm Mix Asphaltic Concrete |
| 69 | Cold Mix Asphaltic Concrete |
| 70 | Surface Treatment |
| 71 | Surface Treatment Applications |
| 74 | Other Asphalt Surface Treatments |
| 76 | Recycled Mixes |
| 77 | Reclaimed Asphalt Pavement and Roof Shingle Tabs Hot-In-Place Recycling |
| 78 | Cold-In-Place Recycling (CIR) Cold-In-Place Recycling Expanded Asphalt Mix 1.4.2 Asphalt Cement, Liquid Asphalt and Emulsified Asphalt |
| 79 | Asphalt Cement Performance Graded Asphalt Cement (PGAC) |
| 82 | Liquid Asphalt |
| 83 | Emulsified Asphalt |
| 84 | Additives 1.4.3 Aggregates |
| 85 | Micro-Deval , LS 618 and LS 619 Magnesium Sulphate Soundness, LS 606 Absorption, LS 604 and LS 605 |
| 86 | Petrographic Analysis, LS 609 Loss By Washing, LS 601 Flat and Elongated Particles, LS 608 Percentage Crushed, LS 607 |
| 87 | 1.4.4 Hot Mix ASPHALT Design SuperPave Method |
| 88 | 1.5 Hydraulic (Portland) Cement Concrete 1.5.1 Concrete Properties |
| 89 | Durability Freeze – Thaw Salt Penetration |
| 90 | Sulphate Attack Traffic Abrasion Flexural Strength |
| 91 | 1.5.2 Hydraulic Cement 1.5.3 Aggregates |
| 92 | Gradation Particle Shape and Texture Freeze-Thaw Resistance |
| 93 | Wearing Resistance Chemical Stability |
| 94 | 1 5.4 Mixture Design |
| 95 | Pervious Concrete |
| 96 | 1.5.5 Cementitious Fly ash Grout 1.5.6 Materials for Fast-track Concrete Pavement Repairs |
| 98 | 1.6 Other Materials 1.6.1 Lightweight Fill Iron Blast Furnace Slag Expanded or Expanded and Extruded Polystyrene |
| 99 | 1.6.2 Expanded Extruded Polystyrene Insulation 1.6.3 Geotextiles |
| 100 | Filtration |
| 101 | Drainage Separation Reinforcing Geotextile |
| 103 | References to Chapter 1 |
| 109 | Bibilography to Chapter 1 |
| 111 | Appendix A: |
| 149 | 2 Drainage 2.1 Classification and Function of Drainage Systems 2.1.1 Sources of water |
| 151 | 2.1.2 Surface Drainage |
| 152 | Open Graded Pavement |
| 153 | Permeable Pavements 2.1.3 Internal Drainage |
| 154 | 2.1.4 Groundwater Control and Slope Drainage |
| 156 | 2.2 Effects of Water on Pavement Structure 2.2.1 Frost Action 2.2.2 Material Strength |
| 157 | 2.2.3 Rigid Pavement Joint Performance |
| 159 | 2.2.4 Durability of Bonded Materials |
| 160 | 2.3 Design of Drainage Systems for Pavement Structures 2.3.1 Rural and Urban Drainage Systems 2.3.2 Open-Graded Drainage Layers |
| 163 | 2.3.3 Subsurface Collector Systems |
| 164 | 2.3.4 Filter Design |
| 166 | 2.4 Groundwater Control and Soil Slope Drainage Systems 2.4.1 Interceptor Drains |
| 167 | 2.4.2 Parallel Drains 2.4.3 Granular Sheeting 2.4.4 Counterfort Drain 2.4.5 Drainage Blanket Under Pavement Structures |
| 168 | 2.5 Prediction of Soil Erodibility |
| 171 | 2.6 Maintenance |
| 173 | References to Chapter 2 |
| 177 | 3 Pavement Design 3.1 Introduction |
| 178 | 3.2 Design Considerations 3.2.1 Geometric |
| 179 | 3.2.2 Pavement Components Definition of Pavement Structure |
| 180 | Major Functions and Characteristics of Pavement Structure Layers |
| 181 | Pavement Surface Types and Shoulder |
| 182 | Partially and Fully Paved Shoulder |
| 183 | Traffic Volumes |
| 184 | Truck Model Based on the Ontario Commercial Vehicle Survey (CVS) |
| 185 | Axle Loads for Pavement Design Allowable Gross and Single Axle Loads Truck or Buses |
| 186 | Tractor Trailers Concept of Load Equivalency Factor |
| 187 | Determinations of LEF – Canadian Vehicle Weights and Dimensions Study |
| 188 | Measurements of Axle Loads Using Weight-In-Motion (WIM) |
| 189 | Calculation of ESALs – SHRP Simplified Method |
| 190 | Modified Asphalt Institute Method Ontario Method to Calculate ESAL |
| 192 | Example of Design ESAL Calculation (Modified Asphalt Institute Method) |
| 193 | Axle Load Spectrum |
| 199 | Overloads |
| 200 | Criteria for Spring (Reduced Load) Restrictions |
| 201 | 3.2.4 Environmental Conditions Temperatures |
| 202 | Moisture and Rainfall Snow Icing |
| 203 | 3.2.5 Frost Protection Causes and Effects of Frost Action Frost-Susceptibility of Soils |
| 204 | Frost Depth |
| 206 | Methods of Limiting Frost Action and Differential Frost Heaving in Pavement Designs |
| 207 | Methods of Treating Frost Heaves |
| 209 | 3.2.6 Pavement Design Requirements Serviceability |
| 210 | Design Life and Service Life 3.2.7 Limitations Time Constraints |
| 211 | Costs Quantity and Availability of Materials Timing of Contract |
| 212 | Contract Bidding and Marketplace Constraints 3.2.8 Pavement Selection Process |
| 214 | 3.3 Structural Design Introduction 3.3.1 Structural Design Methods |
| 215 | 3.3.2 Pavement Types |
| 217 | Flexible Pavement |
| 219 | Rigid Pavement |
| 220 | Design Types |
| 221 | Base, Subbase and Subgrade |
| 223 | Joints |
| 224 | a) Joint Types b) Contraction Joints |
| 225 | c) Construction Joints |
| 226 | d) Isolation Joints e) Expansion Joints |
| 227 | f) Joint Sealants Composite Pavements |
| 228 | 3.3.3 Flexible Pavements Design Factors to be Considered |
| 231 | Ministry Design Methods Routine (Empirical) Method – Experience-Based Standard Sections |
| 240 | Routine (Empirical) Method – AASHTO Pavement Design Guide 1993 |
| 247 | Mechanistic-Empirical Based Method – OPAC 2000 |
| 258 | AASHTO 2002 – Mechanistic-Empirical Pavement Design Guide (AASHTOWare Pavement ME Design) |
| 265 | Other Design Methods Asphalt Institute |
| 266 | PerRoad Software |
| 267 | 3.3.4 Rigid Pavement Design Background |
| 268 | Rigid Pavement Design Considerations |
| 270 | Ministry Design Methods |
| 271 | Other Design Considerations |
| 273 | AASHTO Thickness Design Procedure (DARWin) |
| 278 | PCA Thickness Design Procedure |
| 283 | ACPA StreetPave Program |
| 284 | AASHTO – MEPDG (AASHTOWare Pavement ME Design) |
| 286 | 3.3.5 Overlays and RehabilItation Design |
| 287 | Ministry Design Methods |
| 288 | Asphalt Over Asphalt |
| 291 | Asphalt Over Concrete |
| 292 | Concrete Over Asphalt |
| 293 | Concrete Over Concrete |
| 294 | 3.4 Life Cycle Costing Analysis 3.4.1 Cost/Benefits Factors Costs |
| 295 | Benefits Analysis Period |
| 296 | Discount Rate – Inflation and Interest Rate 3.4.2 Methods of Economic Evaluation |
| 297 | Present Worth Method Simplified Procedure |
| 300 | Probabilistic Procedure |
| 305 | Equivalent Uniform Annual Cost Method Benefit-Cost Ratio Method |
| 306 | 3.4.3 The Ontario Pavement Analysis of Costs |
| 307 | 3.4.4 Additional Factors in Selecting a Design Alternative |
| 308 | 3.5 Low Volume Road Design – Under 2000 AADT |
| 309 | 3.5.1 Design Factors to be Considered |
| 310 | 3.5.2 Surface Type, Hot Mix Vs. Surface Treatment |
| 312 | 3.6 Construction 3.6.1 Seasonal Restrictions 3.6.2 Equipment |
| 313 | 3.6.3 Production Constraints 3.6.4 Production and Placement 3.6.5 Preparation of Foundations |
| 314 | 3.6.6 Compaction 3.6.7 Quality Control 3.6.8 Paving |
| 315 | 3.6.9 Detours 3.6.10 Traffic Control 3.6.11 Staging |
| 316 | 3.6.12 Geographic Considerations |
| 318 | 3.7 Determining The Scope Of Soils Investigations |
| 319 | 3.7.1 Resurfacing Projects 3.7.2 Widening 3.7.3 New Construction or Reconstruction |
| 320 | 3.7.4 Realignment 3.7.5 Muskeg |
| 321 | 3.7.6 Sewers 3.7.7 Culverts 3.7.8 Sampling and Testing Requirements |
| 329 | References to Chapter 3 |
| 335 | Appendix A: |
| 349 | 4 Maintenance, Preservation and Rehabilitation 4.1 Maintenance, Preservation and Rehabilitation Strategies |
| 353 | 4.2 Flexible Pavement Maintenance, Preservation and Rehabilitation 4.2.1 Routine Maintenance Potholes |
| 354 | Roadside Maintenance |
| 355 | Drainage Maintenance Spray Patching Localized Distortion Repair |
| 356 | 4.2.2 Minor Rehabilitation / Preservation Factors Affecting Selection of Rehabilitation Activities Rout & Seal Cracks* |
| 358 | Hot Mix Patching* Surface Sealing* |
| 360 | Texturization* |
| 361 | Asphalt Strip Repairs* Hot Mix Resurfacing* |
| 362 | Partial-Depth Removal and Hot Mix Resurfacing* In-Place Recycling* |
| 366 | Cold Mix with Sealed Surface Course* (Midland Paver) Distortion Corrections (Grinding, Milling, Heating and Raking) |
| 367 | Drainage Improvements Frost Treatments Roadside Slopes and Erosion Control |
| 368 | 4.2.3 Major Rehabiltation Full-Depth Removal and Resurfacing |
| 369 | Full Depth Reclamation (Pulverization) with Resurfacing Full Depth Reclamation with Expanded Asphalt Stabilization (EAS) |
| 370 | Unbonded Concrete Overlays Whitetopping |
| 371 | 4.3 Rigid Pavement Maintenance, Preservation and Rehabilitation 4.3.1 Routine Maintenance Potholes (Composite Pavements) Spall Repairs |
| 372 | Blow-ups Localized Distortion Repair 4.3.2 Minor Rehabilitation / Preservation Resealing Joints and Sealing Cracks* |
| 373 | Load Transfer Retrofit* Full-Depth Joint Repair* |
| 374 | Full-Depth Stress Relief Joints* Milling of Stepped Joints and Distortions* Subsealing and Joint Stabilization* |
| 375 | Surface Texturization* (Diamond Grinding) |
| 376 | HMA Resurfacing* 4.3.3 Major Rehabilitation Bonded and Unbonded Concrete Overlays |
| 377 | Cracking and Seating (with Resurfacing) Rubblizing and Resurfacing Widening and Shoulder Retrofits |
| 378 | Full-Depth Slab Repair Precast Concrete Slab Repair |
| 380 | 4.4 Surface Treatment Maintenance, Preservation and Rehabilitation 4.4.1 Routine Maintenance Drainage Improvement 4.4.2 Minor Rehabilitation / Preservation Spray Patching* Chip Sealing* |
| 381 | Leveling* Full Depth Patching* 4.4.3 Major Rehabilitation |
| 382 | Surface Treatment (Single and Double) Pulverization or Scarification and Resurfacing |
| 383 | 4.5 Sustainable Pavement Rehabilitation Strategies |
| 384 | 4.5.1 MTO Green Pavement Rating System – GreenPave |
| 386 | 4.5.2 Preservation Strategies |
| 389 | References to Chapter 4 |
| 393 | Appendix A: |
| 403 | 5 Evaluation and Pavement Management 5.1 Pavement Evaluation and Performance 5.1.1 Purpose of Evaluation |
| 404 | 5.1.2 Evaluation of Distresses Summary of Procedures |
| 405 | 5.1.3 Evaluation of Roughness |
| 407 | Riding Condition Rating (RCR) International Roughness Index (IRI) |
| 408 | Automated Road Analyzer (ARAN®) |
| 410 | California Profilograph |
| 411 | 5.1.4 Evaluation of Transverse Profile and Texture Skid Resistance |
| 415 | ASTM E 274 Brake Force Trailer Photo-Interpretation Method |
| 416 | Rut Depth |
| 418 | Template Method |
| 419 | Rod and Level ARAN® |
| 420 | Laser Road Surface Tester (LRST) 5.1.5 Evaluation of Pavement Structure |
| 421 | Destructive Structural Evaluation Augering Coring |
| 422 | Cutting |
| 423 | Non-Destructive Structural Evaluation |
| 424 | Dynaflect |
| 425 | Falling Weight Deflectometer (FWD) |
| 426 | 5.1.6 Evaluation of Pavement Performance |
| 428 | Pavement Condition Rating (PCR) |
| 429 | Pavement Condition Index (PCI) |
| 430 | AC Pavement No. Distress Type |
| 431 | PCC Pavement No. Distress Type |
| 432 | COMPOSITE Pavement No. Distress Type |
| 433 | ST(SURFACE TREATED) Pavement No. Distress Type |
| 435 | 5.2 Pavement Management Systems 5.2.1 Components of a Pavement Management System |
| 436 | Database Project Level Management Network Level Management |
| 437 | 5.2.2 MTO Pavement Management Systems Salient Features of PMS-2 |
| 438 | Components of PMS-2 Network Level Database |
| 439 | Pavement Condition Evaluation and Performance Measures |
| 440 | Provincial Performance Targets and Trigger Values Performance Prediction |
| 441 | Treatment Selection |
| 442 | Prioritization and Work Programming |
| 443 | Network-Level Analysis and Budgeting Engineering Feedback Mechanism 5.2.3 Other Pavement Management Systems |
| 445 | References to Chapter 5 |
| 449 | Appendix A: |
| 455 | Appendix B: |
