CONCRETE PAVEMENT PERFORMANCE

Rigid Pavement Design Course

CONCRETE CONCRETE PAVEMENTPAVEMENT

PERFORMANCEPERFORMANCE

Outline

Structural Related

Functional Related

Material Related

1. Blow up X2. Corner Break X3. Depression X4. Durability “D” Cracking X5. Faulting of Transverse Joints and Cracks X6. Joint Load Transfer Associated Distress X X7. Jt. Seal Damage of Trans. Jts. X8. Lane/Shoulder Dropoff or Heave X9. Lane/Shoulder Jt. Separation X10.Longitudinal Cracks X11.Longitudinal Jt. Faulting X X12.Patch Deterioration X (M, H) X (L)

Distress TypePrimarily

Traffic LoadCaused

PrimarilyClimate/Materials

Caused

Traffic LoadCaused

Caused

13. Patch Adjacent Slab Det. X X14. Popouts X15. Pumping and Water Bleeding X (M, H) X (L)16. Reactive Agg. Dur. Dist. X17. Scaling, Map Cracking and Crazing18. Spalling (Trans. and Long Jts.) X (M, H) X (L, M,H)19. Spalling (Corner) X20. Swell X21. Trans. and Diagonal Cracks X (L, M, H) X (L)

*General categorization of jointed concrete pavement distress

Traffic LoadCaused

Caused

1. Asphalt Patch Deterioration X2. Blow up X3. Concrete Patch Deterioration X (M, H) X (L)4. Construction Jt. Distress X5. Depression X6. Durability “D” Cracking X7. Edge Punchout X8. Lane/Shoulder Dropoff or Heave X9. Lane/Shoulder Jt. Separation X10.Localized Distress X11.Longitudinal Cracking X12.Longitudinal Jt. Faulting X X13.Patch Adjacent Slab Det. X X14.Popouts X15.Pumping and Water Bleeding X (M, H) X (L)

Traffic LoadCaused

Caused

16. Reactive Agg. Distress X17. Scaling, Map Cracking and Crazing X18. Spalling X X19. Swell X20. Transverse Cracking X (M, H) X (L, M)

*General categorization of continuously reinforced concrete pavement.

Low Severity Transverse Crack

Medium Severity Diagonal Crack

Medium Severity Transverse Crack

High Severity Transverse Crack

Low Severity Longitudinal Crack

High Severity Longitudinal Crack in Center Lane

Low Severity Corner Break

High Severity Corner Break

Low SeverityPumping (WaterBleeding)

Medium Severity

High SeverityPumping

Low Severity Joint Load Transfer Failure

Medium Severity Joint Load Transfer Failure

High Severity Joint Load Transfer Failure

High Severity Buckling Type Blow-up

High Severity Shattering Type Blow-up

Outline

Structural Related

Functional Related

Material Related

Crack Faulting

Joint Faulting

Longitudinal Joint Faulting

Low Severity Spalling

Medium Severity Spalling

High Severity Spalling

High SeveritySpalling

Medium Severity Corner Spall

High Severity Corner Spall

Swell Due to Frost Heave

Swell Die to Expansive Soil

Lane/Shoulder Drop-off

Lane/Shoulder Heave

Lane/Shoulder Separation (Asphalt Shoulder)

Lane/Shoulder Separation (PCC Shoulder)

Lane/Shoulder Separation (high severity due to gravel shoulder)

Low Severity Asphalt Patch Deterioration

High Severity Asphalt Patch Deterioration

Low Severity Concrete Patch Deterioration

Medium Severity Concrete Patch Deterioration

High Severity concrete Patch Deterioration

Outline

Structural Related

Functional Related

Material Related

Low Severity “D” Cracking

Medium Severity“D” Cracking

Medium Severity “D” Cracking

High Severity“D” Cracking

Patch Adjacent Slab Deterioration (“D” cracking& temporary

Patch Adjacent Slab Deterioration (second patch,spalling, “D” cracking and temporary patching)

Pop outs

Low Severity Joint Seal Damage

Medium Severity Joint Seal Damage

High SeverityJoint Seal Damage

Patch Adjacent Slab Deterioration (Corner Break)

Reactive Aggregate Distress

Scaling

CONCRETE PAVEMENT PERFORMANCE

Documents

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