{"id":459716,"date":"2024-10-20T10:05:36","date_gmt":"2024-10-20T10:05:36","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/omt-pavement-designrehabilitation-manual-2013\/"},"modified":"2024-10-26T18:38:47","modified_gmt":"2024-10-26T18:38:47","slug":"omt-pavement-designrehabilitation-manual-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/omt\/omt-pavement-designrehabilitation-manual-2013\/","title":{"rendered":"OMT Pavement DesignRehabilitation Manual 2013"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
29<\/td>\n1 Materials
1.1 Subgrade Materials
1.1.1 Soil and Rock Identification and Classification
Physiography of Ontario <\/td>\n<\/tr>\n
30<\/td>\nSoil Classification <\/td>\n<\/tr>\n
31<\/td>\nSoil Descriptions <\/td>\n<\/tr>\n
32<\/td>\nEngineering Properties
Rock <\/td>\n<\/tr>\n
34<\/td>\n1.1.2 Soil Investigations <\/td>\n<\/tr>\n
35<\/td>\nVehicle-Mounted Power Augers
Manual Augers <\/td>\n<\/tr>\n
36<\/td>\nOrganic Samplers
Backhoes <\/td>\n<\/tr>\n
37<\/td>\nCore Drilling Equipment for Rock
Sampling Depths and Locations <\/td>\n<\/tr>\n
38<\/td>\nWater Well Regulation 903
1.1.3 Soil Tests <\/td>\n<\/tr>\n
39<\/td>\nParticle Size Analysis, LS 702
Moisture Content, LS 701 <\/td>\n<\/tr>\n
40<\/td>\nAtterberg Limits, LS 703 and LS 704
Moisture \/ Density Relationship, LS 706 and LS 707 <\/td>\n<\/tr>\n
41<\/td>\nCalifornia Bearing Ratio
Field Vane Test <\/td>\n<\/tr>\n
42<\/td>\n1.1.4 Specialized Soil Testing
1.1.5 Lime Treated Subgrades <\/td>\n<\/tr>\n
44<\/td>\n1.2 Granular Materials
1.2.1 Use of Granular Materials In Pavement Structures <\/td>\n<\/tr>\n
47<\/td>\nGranular A <\/td>\n<\/tr>\n
48<\/td>\nGranular B <\/td>\n<\/tr>\n
51<\/td>\nGranular M
Granular O <\/td>\n<\/tr>\n
52<\/td>\nSelect Subgrade Material (SSM) <\/td>\n<\/tr>\n
53<\/td>\n1.2.2 Pre-Contract Granular Material Sampling <\/td>\n<\/tr>\n
54<\/td>\n1.2.3 Pre-Contract Granular Material Testing
Sieve analysis of aggregate, LS 602
Micro-Deval , LS 618 and LS 619 <\/td>\n<\/tr>\n
55<\/td>\nPetrographic Analysis of Coarse Aggregate, LS 609
Plasticity Index, LS 703 and LS 704 and LS-631
Percent Crushed, LS 607 <\/td>\n<\/tr>\n
56<\/td>\n1.3.1 Hydraulic (Portland) Cement Modified Base and Subbase
Cement Treated Base <\/td>\n<\/tr>\n
57<\/td>\nLean Concrete Base
Roller Compacted Concrete
Open Graded Drainage Layer
1.3.2 Asphalt Treated Granular Materials <\/td>\n<\/tr>\n
58<\/td>\nBituminous Treated Base
Emulsion Stabilized Base
Asphalt Treated Open Graded Drainage Layer
Expanded Asphalt Stabilization <\/td>\n<\/tr>\n
59<\/td>\n1.3.3 Lime and Fly Ash Treated Granular Materials <\/td>\n<\/tr>\n
60<\/td>\n1.3.4 Calcium Chloride <\/td>\n<\/tr>\n
61<\/td>\n1.3.5 Miscellaneous Granular Treatments
Lignosulphonate
Controlled Density Backfill (Unshrinkable Fill) <\/td>\n<\/tr>\n
62<\/td>\n1.4 Asphaltic Materials <\/td>\n<\/tr>\n
63<\/td>\n1.4.1 Asphalt Material Categories
Hot Mix Asphaltic Concrete <\/td>\n<\/tr>\n
64<\/td>\na) Stone Mastic Asphalt <\/td>\n<\/tr>\n
65<\/td>\nb) SuperPave <\/td>\n<\/tr>\n
68<\/td>\nc) Warm Mix Asphaltic Concrete <\/td>\n<\/tr>\n
69<\/td>\nCold Mix Asphaltic Concrete <\/td>\n<\/tr>\n
70<\/td>\nSurface Treatment <\/td>\n<\/tr>\n
71<\/td>\nSurface Treatment Applications <\/td>\n<\/tr>\n
74<\/td>\nOther Asphalt Surface Treatments <\/td>\n<\/tr>\n
76<\/td>\nRecycled Mixes <\/td>\n<\/tr>\n
77<\/td>\nReclaimed Asphalt Pavement and Roof Shingle Tabs
Hot-In-Place Recycling <\/td>\n<\/tr>\n
78<\/td>\nCold-In-Place Recycling (CIR)
Cold-In-Place Recycling Expanded Asphalt Mix
1.4.2 Asphalt Cement, Liquid Asphalt and Emulsified Asphalt <\/td>\n<\/tr>\n
79<\/td>\nAsphalt Cement
Performance Graded Asphalt Cement (PGAC) <\/td>\n<\/tr>\n
82<\/td>\nLiquid Asphalt <\/td>\n<\/tr>\n
83<\/td>\nEmulsified Asphalt <\/td>\n<\/tr>\n
84<\/td>\nAdditives
1.4.3 Aggregates <\/td>\n<\/tr>\n
85<\/td>\nMicro-Deval , LS 618 and LS 619
Magnesium Sulphate Soundness, LS 606
Absorption, LS 604 and LS 605 <\/td>\n<\/tr>\n
86<\/td>\nPetrographic Analysis, LS 609
Loss By Washing, LS 601
Flat and Elongated Particles, LS 608
Percentage Crushed, LS 607 <\/td>\n<\/tr>\n
87<\/td>\n1.4.4 Hot Mix ASPHALT Design
SuperPave Method <\/td>\n<\/tr>\n
88<\/td>\n1.5 Hydraulic (Portland) Cement Concrete
1.5.1 Concrete Properties <\/td>\n<\/tr>\n
89<\/td>\nDurability
Freeze – Thaw
Salt Penetration <\/td>\n<\/tr>\n
90<\/td>\nSulphate Attack
Traffic Abrasion
Flexural Strength <\/td>\n<\/tr>\n
91<\/td>\n1.5.2 Hydraulic Cement
1.5.3 Aggregates <\/td>\n<\/tr>\n
92<\/td>\nGradation
Particle Shape and Texture
Freeze-Thaw Resistance <\/td>\n<\/tr>\n
93<\/td>\nWearing Resistance
Chemical Stability <\/td>\n<\/tr>\n
94<\/td>\n1 5.4 Mixture Design <\/td>\n<\/tr>\n
95<\/td>\nPervious Concrete <\/td>\n<\/tr>\n
96<\/td>\n1.5.5 Cementitious Fly ash Grout
1.5.6 Materials for Fast-track Concrete Pavement Repairs <\/td>\n<\/tr>\n
98<\/td>\n1.6 Other Materials
1.6.1 Lightweight Fill
Iron Blast Furnace Slag
Expanded or Expanded and Extruded Polystyrene <\/td>\n<\/tr>\n
99<\/td>\n1.6.2 Expanded Extruded Polystyrene Insulation
1.6.3 Geotextiles <\/td>\n<\/tr>\n
100<\/td>\nFiltration <\/td>\n<\/tr>\n
101<\/td>\nDrainage
Separation
Reinforcing Geotextile <\/td>\n<\/tr>\n
103<\/td>\nReferences to Chapter 1 <\/td>\n<\/tr>\n
109<\/td>\nBibilography to Chapter 1 <\/td>\n<\/tr>\n
111<\/td>\nAppendix A: <\/td>\n<\/tr>\n
149<\/td>\n2 Drainage
2.1 Classification and Function of Drainage Systems
2.1.1 Sources of water <\/td>\n<\/tr>\n
151<\/td>\n2.1.2 Surface Drainage <\/td>\n<\/tr>\n
152<\/td>\nOpen Graded Pavement <\/td>\n<\/tr>\n
153<\/td>\nPermeable Pavements
2.1.3 Internal Drainage <\/td>\n<\/tr>\n
154<\/td>\n2.1.4 Groundwater Control and Slope Drainage <\/td>\n<\/tr>\n
156<\/td>\n2.2 Effects of Water on Pavement Structure
2.2.1 Frost Action
2.2.2 Material Strength <\/td>\n<\/tr>\n
157<\/td>\n2.2.3 Rigid Pavement Joint Performance <\/td>\n<\/tr>\n
159<\/td>\n2.2.4 Durability of Bonded Materials <\/td>\n<\/tr>\n
160<\/td>\n2.3 Design of Drainage Systems for Pavement Structures
2.3.1 Rural and Urban Drainage Systems
2.3.2 Open-Graded Drainage Layers <\/td>\n<\/tr>\n
163<\/td>\n2.3.3 Subsurface Collector Systems <\/td>\n<\/tr>\n
164<\/td>\n2.3.4 Filter Design <\/td>\n<\/tr>\n
166<\/td>\n2.4 Groundwater Control and Soil Slope Drainage Systems
2.4.1 Interceptor Drains <\/td>\n<\/tr>\n
167<\/td>\n2.4.2 Parallel Drains
2.4.3 Granular Sheeting
2.4.4 Counterfort Drain
2.4.5 Drainage Blanket Under Pavement Structures <\/td>\n<\/tr>\n
168<\/td>\n2.5 Prediction of Soil Erodibility <\/td>\n<\/tr>\n
171<\/td>\n2.6 Maintenance <\/td>\n<\/tr>\n
173<\/td>\nReferences to Chapter 2 <\/td>\n<\/tr>\n
177<\/td>\n3 Pavement Design
3.1 Introduction <\/td>\n<\/tr>\n
178<\/td>\n3.2 Design Considerations
3.2.1 Geometric <\/td>\n<\/tr>\n
179<\/td>\n3.2.2 Pavement Components
Definition of Pavement Structure <\/td>\n<\/tr>\n
180<\/td>\nMajor Functions and Characteristics of Pavement Structure Layers <\/td>\n<\/tr>\n
181<\/td>\nPavement Surface Types and Shoulder <\/td>\n<\/tr>\n
182<\/td>\nPartially and Fully Paved Shoulder <\/td>\n<\/tr>\n
183<\/td>\nTraffic Volumes <\/td>\n<\/tr>\n
184<\/td>\nTruck Model Based on the Ontario Commercial Vehicle Survey (CVS) <\/td>\n<\/tr>\n
185<\/td>\nAxle Loads for Pavement Design
Allowable Gross and Single Axle Loads
Truck or Buses <\/td>\n<\/tr>\n
186<\/td>\nTractor Trailers
Concept of Load Equivalency Factor <\/td>\n<\/tr>\n
187<\/td>\nDeterminations of LEF – Canadian Vehicle Weights and Dimensions Study <\/td>\n<\/tr>\n
188<\/td>\nMeasurements of Axle Loads Using Weight-In-Motion (WIM) <\/td>\n<\/tr>\n
189<\/td>\nCalculation of ESALs – SHRP Simplified Method <\/td>\n<\/tr>\n
190<\/td>\nModified Asphalt Institute Method
Ontario Method to Calculate ESAL <\/td>\n<\/tr>\n
192<\/td>\nExample of Design ESAL Calculation (Modified Asphalt Institute Method) <\/td>\n<\/tr>\n
193<\/td>\nAxle Load Spectrum <\/td>\n<\/tr>\n
199<\/td>\nOverloads <\/td>\n<\/tr>\n
200<\/td>\nCriteria for Spring (Reduced Load) Restrictions <\/td>\n<\/tr>\n
201<\/td>\n3.2.4 Environmental Conditions
Temperatures <\/td>\n<\/tr>\n
202<\/td>\nMoisture and Rainfall
Snow
Icing <\/td>\n<\/tr>\n
203<\/td>\n3.2.5 Frost Protection
Causes and Effects of Frost Action
Frost-Susceptibility of Soils <\/td>\n<\/tr>\n
204<\/td>\nFrost Depth <\/td>\n<\/tr>\n
206<\/td>\nMethods of Limiting Frost Action and Differential Frost Heaving in Pavement Designs <\/td>\n<\/tr>\n
207<\/td>\nMethods of Treating Frost Heaves <\/td>\n<\/tr>\n
209<\/td>\n3.2.6 Pavement Design Requirements
Serviceability <\/td>\n<\/tr>\n
210<\/td>\nDesign Life and Service Life
3.2.7 Limitations
Time Constraints <\/td>\n<\/tr>\n
211<\/td>\nCosts
Quantity and Availability of Materials
Timing of Contract <\/td>\n<\/tr>\n
212<\/td>\nContract Bidding and Marketplace Constraints
3.2.8 Pavement Selection Process <\/td>\n<\/tr>\n
214<\/td>\n3.3 Structural Design
Introduction
3.3.1 Structural Design Methods <\/td>\n<\/tr>\n
215<\/td>\n3.3.2 Pavement Types <\/td>\n<\/tr>\n
217<\/td>\nFlexible Pavement <\/td>\n<\/tr>\n
219<\/td>\nRigid Pavement <\/td>\n<\/tr>\n
220<\/td>\nDesign Types <\/td>\n<\/tr>\n
221<\/td>\nBase, Subbase and Subgrade <\/td>\n<\/tr>\n
223<\/td>\nJoints <\/td>\n<\/tr>\n
224<\/td>\na) Joint Types
b) Contraction Joints <\/td>\n<\/tr>\n
225<\/td>\nc) Construction Joints <\/td>\n<\/tr>\n
226<\/td>\nd) Isolation Joints
e) Expansion Joints <\/td>\n<\/tr>\n
227<\/td>\nf) Joint Sealants
Composite Pavements <\/td>\n<\/tr>\n
228<\/td>\n3.3.3 Flexible Pavements Design
Factors to be Considered <\/td>\n<\/tr>\n
231<\/td>\nMinistry Design Methods
Routine (Empirical) Method \u2013 Experience-Based Standard Sections <\/td>\n<\/tr>\n
240<\/td>\nRoutine (Empirical) Method \u2013 AASHTO Pavement Design Guide 1993 <\/td>\n<\/tr>\n
247<\/td>\nMechanistic-Empirical Based Method \u2013 OPAC 2000 <\/td>\n<\/tr>\n
258<\/td>\nAASHTO 2002 – Mechanistic-Empirical Pavement Design Guide (AASHTOWare Pavement ME Design) <\/td>\n<\/tr>\n
265<\/td>\nOther Design Methods
Asphalt Institute <\/td>\n<\/tr>\n
266<\/td>\nPerRoad Software <\/td>\n<\/tr>\n
267<\/td>\n3.3.4 Rigid Pavement Design
Background <\/td>\n<\/tr>\n
268<\/td>\nRigid Pavement Design Considerations <\/td>\n<\/tr>\n
270<\/td>\nMinistry Design Methods <\/td>\n<\/tr>\n
271<\/td>\nOther Design Considerations <\/td>\n<\/tr>\n
273<\/td>\nAASHTO Thickness Design Procedure (DARWin) <\/td>\n<\/tr>\n
278<\/td>\nPCA Thickness Design Procedure <\/td>\n<\/tr>\n
283<\/td>\nACPA StreetPave Program <\/td>\n<\/tr>\n
284<\/td>\nAASHTO \u2013 MEPDG (AASHTOWare Pavement ME Design) <\/td>\n<\/tr>\n
286<\/td>\n3.3.5 Overlays and RehabilItation Design <\/td>\n<\/tr>\n
287<\/td>\nMinistry Design Methods <\/td>\n<\/tr>\n
288<\/td>\nAsphalt Over Asphalt <\/td>\n<\/tr>\n
291<\/td>\nAsphalt Over Concrete <\/td>\n<\/tr>\n
292<\/td>\nConcrete Over Asphalt <\/td>\n<\/tr>\n
293<\/td>\nConcrete Over Concrete <\/td>\n<\/tr>\n
294<\/td>\n3.4 Life Cycle Costing Analysis
3.4.1 Cost\/Benefits Factors
Costs <\/td>\n<\/tr>\n
295<\/td>\nBenefits
Analysis Period <\/td>\n<\/tr>\n
296<\/td>\nDiscount Rate \u2013 Inflation and Interest Rate
3.4.2 Methods of Economic Evaluation <\/td>\n<\/tr>\n
297<\/td>\nPresent Worth Method
Simplified Procedure <\/td>\n<\/tr>\n
300<\/td>\nProbabilistic Procedure <\/td>\n<\/tr>\n
305<\/td>\nEquivalent Uniform Annual Cost Method
Benefit-Cost Ratio Method <\/td>\n<\/tr>\n
306<\/td>\n3.4.3 The Ontario Pavement Analysis of Costs <\/td>\n<\/tr>\n
307<\/td>\n3.4.4 Additional Factors in Selecting a Design Alternative <\/td>\n<\/tr>\n
308<\/td>\n3.5 Low Volume Road Design \u2013 Under 2000 AADT <\/td>\n<\/tr>\n
309<\/td>\n3.5.1 Design Factors to be Considered <\/td>\n<\/tr>\n
310<\/td>\n3.5.2 Surface Type, Hot Mix Vs. Surface Treatment <\/td>\n<\/tr>\n
312<\/td>\n3.6 Construction
3.6.1 Seasonal Restrictions
3.6.2 Equipment <\/td>\n<\/tr>\n
313<\/td>\n3.6.3 Production Constraints
3.6.4 Production and Placement
3.6.5 Preparation of Foundations <\/td>\n<\/tr>\n
314<\/td>\n3.6.6 Compaction
3.6.7 Quality Control
3.6.8 Paving <\/td>\n<\/tr>\n
315<\/td>\n3.6.9 Detours
3.6.10 Traffic Control
3.6.11 Staging <\/td>\n<\/tr>\n
316<\/td>\n3.6.12 Geographic Considerations <\/td>\n<\/tr>\n
318<\/td>\n3.7 Determining The Scope Of Soils Investigations <\/td>\n<\/tr>\n
319<\/td>\n3.7.1 Resurfacing Projects
3.7.2 Widening
3.7.3 New Construction or Reconstruction <\/td>\n<\/tr>\n
320<\/td>\n3.7.4 Realignment
3.7.5 Muskeg <\/td>\n<\/tr>\n
321<\/td>\n3.7.6 Sewers
3.7.7 Culverts
3.7.8 Sampling and Testing Requirements <\/td>\n<\/tr>\n
329<\/td>\nReferences to Chapter 3 <\/td>\n<\/tr>\n
335<\/td>\nAppendix A: <\/td>\n<\/tr>\n
349<\/td>\n4 Maintenance, Preservation and Rehabilitation
4.1 Maintenance, Preservation and Rehabilitation Strategies <\/td>\n<\/tr>\n
353<\/td>\n4.2 Flexible Pavement Maintenance, Preservation and Rehabilitation
4.2.1 Routine Maintenance
Potholes <\/td>\n<\/tr>\n
354<\/td>\nRoadside Maintenance <\/td>\n<\/tr>\n
355<\/td>\nDrainage Maintenance
Spray Patching
Localized Distortion Repair <\/td>\n<\/tr>\n
356<\/td>\n4.2.2 Minor Rehabilitation \/ Preservation
Factors Affecting Selection of Rehabilitation Activities
Rout & Seal Cracks* <\/td>\n<\/tr>\n
358<\/td>\nHot Mix Patching*
Surface Sealing* <\/td>\n<\/tr>\n
360<\/td>\nTexturization* <\/td>\n<\/tr>\n
361<\/td>\nAsphalt Strip Repairs*
Hot Mix Resurfacing* <\/td>\n<\/tr>\n
362<\/td>\nPartial-Depth Removal and Hot Mix Resurfacing*
In-Place Recycling* <\/td>\n<\/tr>\n
366<\/td>\nCold Mix with Sealed Surface Course* (Midland Paver)
Distortion Corrections (Grinding, Milling, Heating and Raking) <\/td>\n<\/tr>\n
367<\/td>\nDrainage Improvements
Frost Treatments
Roadside Slopes and Erosion Control <\/td>\n<\/tr>\n
368<\/td>\n4.2.3 Major Rehabiltation
Full-Depth Removal and Resurfacing <\/td>\n<\/tr>\n
369<\/td>\nFull Depth Reclamation (Pulverization) with Resurfacing
Full Depth Reclamation with Expanded Asphalt Stabilization (EAS) <\/td>\n<\/tr>\n
370<\/td>\nUnbonded Concrete Overlays
Whitetopping <\/td>\n<\/tr>\n
371<\/td>\n4.3 Rigid Pavement Maintenance, Preservation and Rehabilitation
4.3.1 Routine Maintenance
Potholes (Composite Pavements)
Spall Repairs <\/td>\n<\/tr>\n
372<\/td>\nBlow-ups
Localized Distortion Repair
4.3.2 Minor Rehabilitation \/ Preservation
Resealing Joints and Sealing Cracks* <\/td>\n<\/tr>\n
373<\/td>\nLoad Transfer Retrofit*
Full-Depth Joint Repair* <\/td>\n<\/tr>\n
374<\/td>\nFull-Depth Stress Relief Joints*
Milling of Stepped Joints and Distortions*
Subsealing and Joint Stabilization* <\/td>\n<\/tr>\n
375<\/td>\nSurface Texturization* (Diamond Grinding) <\/td>\n<\/tr>\n
376<\/td>\nHMA Resurfacing*
4.3.3 Major Rehabilitation
Bonded and Unbonded Concrete Overlays <\/td>\n<\/tr>\n
377<\/td>\nCracking and Seating (with Resurfacing)
Rubblizing and Resurfacing
Widening and Shoulder Retrofits <\/td>\n<\/tr>\n
378<\/td>\nFull-Depth Slab Repair
Precast Concrete Slab Repair <\/td>\n<\/tr>\n
380<\/td>\n4.4 Surface Treatment Maintenance, Preservation and Rehabilitation
4.4.1 Routine Maintenance
Drainage Improvement
4.4.2 Minor Rehabilitation \/ Preservation
Spray Patching*
Chip Sealing* <\/td>\n<\/tr>\n
381<\/td>\nLeveling*
Full Depth Patching*
4.4.3 Major Rehabilitation <\/td>\n<\/tr>\n
382<\/td>\nSurface Treatment (Single and Double)
Pulverization or Scarification and Resurfacing <\/td>\n<\/tr>\n
383<\/td>\n4.5 Sustainable Pavement Rehabilitation Strategies <\/td>\n<\/tr>\n
384<\/td>\n4.5.1 MTO Green Pavement Rating System – GreenPave <\/td>\n<\/tr>\n
386<\/td>\n4.5.2 Preservation Strategies <\/td>\n<\/tr>\n
389<\/td>\nReferences to Chapter 4 <\/td>\n<\/tr>\n
393<\/td>\nAppendix A: <\/td>\n<\/tr>\n
403<\/td>\n5 Evaluation and Pavement Management
5.1 Pavement Evaluation and Performance
5.1.1 Purpose of Evaluation <\/td>\n<\/tr>\n
404<\/td>\n5.1.2 Evaluation of Distresses
Summary of Procedures <\/td>\n<\/tr>\n
405<\/td>\n5.1.3 Evaluation of Roughness <\/td>\n<\/tr>\n
407<\/td>\nRiding Condition Rating (RCR)
International Roughness Index (IRI) <\/td>\n<\/tr>\n
408<\/td>\nAutomated Road Analyzer (ARAN\u00ae) <\/td>\n<\/tr>\n
410<\/td>\nCalifornia Profilograph <\/td>\n<\/tr>\n
411<\/td>\n5.1.4 Evaluation of Transverse Profile and Texture
Skid Resistance <\/td>\n<\/tr>\n
415<\/td>\nASTM E 274 Brake Force Trailer
Photo-Interpretation Method <\/td>\n<\/tr>\n
416<\/td>\nRut Depth <\/td>\n<\/tr>\n
418<\/td>\nTemplate Method <\/td>\n<\/tr>\n
419<\/td>\nRod and Level
ARAN\u00ae <\/td>\n<\/tr>\n
420<\/td>\nLaser Road Surface Tester (LRST)
5.1.5 Evaluation of Pavement Structure <\/td>\n<\/tr>\n
421<\/td>\nDestructive Structural Evaluation
Augering
Coring <\/td>\n<\/tr>\n
422<\/td>\nCutting <\/td>\n<\/tr>\n
423<\/td>\nNon-Destructive Structural Evaluation <\/td>\n<\/tr>\n
424<\/td>\nDynaflect <\/td>\n<\/tr>\n
425<\/td>\nFalling Weight Deflectometer (FWD) <\/td>\n<\/tr>\n
426<\/td>\n5.1.6 Evaluation of Pavement Performance <\/td>\n<\/tr>\n
428<\/td>\nPavement Condition Rating (PCR) <\/td>\n<\/tr>\n
429<\/td>\nPavement Condition Index (PCI) <\/td>\n<\/tr>\n
430<\/td>\nAC Pavement
No.
Distress Type <\/td>\n<\/tr>\n
431<\/td>\nPCC Pavement
No.
Distress Type <\/td>\n<\/tr>\n
432<\/td>\nCOMPOSITE Pavement
No.
Distress Type <\/td>\n<\/tr>\n
433<\/td>\nST(SURFACE TREATED) Pavement
No.
Distress Type <\/td>\n<\/tr>\n
435<\/td>\n5.2 Pavement Management Systems
5.2.1 Components of a Pavement Management System <\/td>\n<\/tr>\n
436<\/td>\nDatabase
Project Level Management
Network Level Management <\/td>\n<\/tr>\n
437<\/td>\n5.2.2 MTO Pavement Management Systems
Salient Features of PMS-2 <\/td>\n<\/tr>\n
438<\/td>\nComponents of PMS-2
Network Level Database <\/td>\n<\/tr>\n
439<\/td>\nPavement Condition Evaluation and Performance Measures <\/td>\n<\/tr>\n
440<\/td>\nProvincial Performance Targets and Trigger Values
Performance Prediction <\/td>\n<\/tr>\n
441<\/td>\nTreatment Selection <\/td>\n<\/tr>\n
442<\/td>\nPrioritization and Work Programming <\/td>\n<\/tr>\n
443<\/td>\nNetwork-Level Analysis and Budgeting
Engineering Feedback Mechanism
5.2.3 Other Pavement Management Systems <\/td>\n<\/tr>\n
445<\/td>\nReferences to Chapter 5 <\/td>\n<\/tr>\n
449<\/td>\nAppendix A: <\/td>\n<\/tr>\n
455<\/td>\nAppendix B: <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Ontario Ministry of Transportation, Pavement Design and Rehabilitation Manual, 2nd Edition, 2013<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
OMT<\/b><\/a><\/td>\n2013<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":459726,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2874],"product_tag":[],"class_list":{"0":"post-459716","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-omt","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/459716","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/459726"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=459716"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=459716"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=459716"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}