1 Take some photos of asphalt pavement in MO at least 3 show

1. Take some photos of asphalt pavement in MO (at least 3), showing different types of performance problems (e.g. fatigue cracking, cold-T cracking, stripping, etc., perfectly rutting and raveling). Explain the possible reasons and mark their locations (e.g. W.13th ntersection O (30)

Solution

Asphalt Pavement Distress Summary Contents
Choose from listFatigue/Alligator CrackingBlock CrackingEdge/Joint CracksRavellingBleedingDepressionsCorrugationsAlligator CracksDry Surface/CrrackingSlippage CracksRuttingLoss of Aggregate on Surface TreatmentsLongitudinal StreakingMoisture Damage (stripping)Transverse Uniform Crack Spaces

TYPE OF DISTRESS

POSSIBLE CAUSE

MAINTENANCE SUGGESTIONS

Fatigue (Alligator) Cracking



Excessive loading

Weak surface, base, or subgrade

Thin surface or base

Poor drainage

Any combination of 1-4

Full-depth patch

Block Cracking



Old and dried out mix

Mix was placed too dry

Fine aggregate mix with low penetration asphalt & absorptive aggregates

Aggravated by low traffic volume

Any surface treatment or thin overlay

Edge Cracks



Lack of lateral support

Settlement of underlying material

Shrinkage of drying out soil

Weak base or subgrade layer

Poor drainage

Frost heave

Heavy traffic or vegetation along edge

Improve drainage. Remove vegetation close to edge. Fill cracks with asphalt emulsion slurry or emulsified asphalt
Crack seal/fill

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TYPE OF DISTRESS

POSSIBLE CAUSE

MAINTENANCE SUGGESTIONS

Longitudinal (Linear) & Transverse Cracking




Poorly constructed paving joint crack

Shrinkage of the asphalt layer

Daily temperature cycling

Cracks in an underlying layer that reflect up through the pavement

Longitudinal segregation caused by the improper operation of the paver

Improve drainage by removing the source that traps the water
Seal crack or fill with asphalt emulsion slurry or light grade of asphalt mixed with fine sand.
Provide side drainage ditches
Crack seal/fill

Reflection Cracking



Differential movement between the asphalt and concrete layers

Can deteriorate further under heavy traffic

Crack seal/fill

Slippage Cracks




Lack of a good bond between surface layer and the course beneath due to dust, oil, dirt, rubber, water and other non-adhesive material

Tack coat has not been used

Mixture has a high sand content

Vehicular turning or stopping movements in pavements with a low-strength surface mix

Partial or full-depth patch


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TYPE OF DISTRESS

POSSIBLE CAUSE

MAINTENANCE SUGGESTIONS

Corrugations & Shoving




Mixtures too high in asphalt

Low air voids

Fine aggregate content too high

Excessive moisture or contamination in the granular base

Smooth or rounded aggregate

Incorrect asphalt grade

Deep or full-depth patch

Rutting




Consolidation or lateral movement of any of the pavement layers or the subgrade under traffic

Insufficient design thickness

Lack of compaction

Weaknesses in the pavement layers due to moisture infiltration

Weak asphalt mixtures

Cold mill and overlay or thin surface patch

6. Settlement/Grade Depressions




Settlement or failure in the lower pavement layers

Improper construction techniques

Cold mill and overlay
Thin surface patch

TYPE OF DISTRESS

POSSIBLE CAUSE

MAINTENANCE SUGGESTIONS

Corrugations & Shoving


Click image to view larger

Mixtures too high in asphalt

Low air voids

Fine aggregate content too high

Excessive moisture or contamination in the granular base

Smooth or rounded aggregate

Incorrect asphalt grade

Deep or full-depth patch

Rutting


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Consolidation or lateral movement of any of the pavement layers or the subgrade under traffic

Insufficient design thickness

Lack of compaction

Weaknesses in the pavement layers due to moisture infiltration

Weak asphalt mixtures

Cold mill and overlay or thin surface patch

6. Settlement/Grade Depressions


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Settlement or failure in the lower pavement layers

Improper construction techniques

Cold mill and overlay
Thin surface patch
Infrared patch


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TYPE OF DISTRESS

POSSIBLE CAUSE

MAINTENANCE SUGGESTIONS

Upheaval/Swell


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Expansive soils (which swell in the presence of moisture)

Frost heave (in which ice lenses grow beneath the pavement, causing the pavement to crack)

Full-depth patch

Utility Cuts/Patch Failure


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A portion of a pavement has been removed and replaced

A portion of a pavement where additional material has been added

Poor installation techniques such as inadequate compaction, inferior or improper materials

Failure of the surrounding or underlying pavement

Replace patch with deep or full-depth patch

Pot Hole


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Continued deterioration of another type of distress, such as thawing of a frozen subgrade, cracking, raveling, or a failed patch after pieces of the original pavement surface have been dislodged

Poor surface mixtures

Weak spots in the base or subgrade

Severity of the surrounding distress and traffic action accelerate potholes

 1. Take some photos of asphalt pavement in MO (at least 3), showing different types of performance problems (e.g. fatigue cracking, cold-T cracking, stripping,
 1. Take some photos of asphalt pavement in MO (at least 3), showing different types of performance problems (e.g. fatigue cracking, cold-T cracking, stripping,
 1. Take some photos of asphalt pavement in MO (at least 3), showing different types of performance problems (e.g. fatigue cracking, cold-T cracking, stripping,
 1. Take some photos of asphalt pavement in MO (at least 3), showing different types of performance problems (e.g. fatigue cracking, cold-T cracking, stripping,
 1. Take some photos of asphalt pavement in MO (at least 3), showing different types of performance problems (e.g. fatigue cracking, cold-T cracking, stripping,

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