ufc_3-270-06O&M: PAVER ASPHALT SURFACED AIRFIELDS PAVEMENT CONDITION INDEX (PCI)O&M: PAVER ASPHALT SURFACED AIRFIELDS PAVEMENT CONDITION INDEX (PCI) - continuedContents - ufc_3-270-060005Contents - continued - ufc_3-270-060006Contents - continued Contents - continued - ufc_3-270-060008Contents - continued - ufc_3-270-060009Contents - continued - ufc_3-270-060010Contents - continued - ufc_3-270-060011Chapter 1. INTRODUCTION - ufc_3-270-060013Pavement Condition RatingU.S. Air ForceFigure 1.2. Corrected deduct values for flexible pavementsTable 1.1. Frequently Occurring Problems in Flexible Pavement Distress IdentificationFigure 1.3. Flexible Pavement suvey data sheetChapter 2. DEFINITIONS OF REPAIR OPTIONS - ufc_3-270-060019Chapter 3. DISTRESS 41, ALLIGATOR OR FATIGUE CRACKINGSeverity Levels - ufc_3-270-060022Figure 3.1. Deduct values for Distress 41, Alligator CrackingFigure 3.2. Low-severity alligator crackingapproaching medium severityFigure 3.6. Medium-severity alligator crackingChapter 4. DISTRESS 42, BLEEDINGFigure 4.1. Deduct values for Distress 42, BleedingFigure 4.2. BleedingChapter 5. DISTRESS 43, BLOCK CRACKINGSeverity Levels - ufc_3-270-060032Figure 5.1. Deduct values for Distress 43, Block CrackingFigure 5.2. Low-severity block crackingFigure 5.4. Low-severity block crackingFigure 5.6. Medium-severity block crackingFigure 5.8. High-severity block crackingChapter 6. DISTRESS 44, CORRUGATIONTable 6.1. Measurement CriteriaFigure 6.1. Illustration of corrugationFigure 6.3. Deduct values for Distress 44, CorrugationChpater 7. DISTRESS 45, DEPRESSIONTable 7.1. Maximum Depth of DepressonFigure 7.1. Deduct values for Distress 45, DepressionFigure 7.2. Low-severity depressionFigure 7.4. Medium-severity depressionChapter 8. DISTRESS 46, JET BLAST EROSIONFigure 8.1. Deduct values for Distress 46, Jet Blast ErosionFigure 8.2. Jet blast erosionChapter 9. DISTRESS 47, JOINT-REFLECTION CRACKING FROM PCC (LONGITUDINAL AND TRANSVERSE)Severity Levels.Figure 9.1. Deduct values for Distress 47, Joint-Reflection CrackingFigure 9.2. Low-severity, joint-reflection crackingFigure 9.4. Medium-severity, joint-reflection crackingCHpater 10. DISTRESS 48, LONGITUDINAL AND TRANSVERSE CRACKING (NON-PCC JOINT REFLECTIVE)Severity Levels - ufc_3-270-060060Options for Repair - ufc_3-270-060061Figure 10.1. Deduct Values for Distress 48, Longitudinal and Transverse CrackingFigure 10.2. Low-severity, longitudinal crackFigure 10.5. Medium-severity, longitudinal crackFigure 10.6. High-severity, longitudinal crackFigure 10.9. High-severity crack, PFC pavementChapter 11. DISTRESS 49, OIL SPILLAGEFigure 11.1. Deduct values for Distress 49, Oil SpillageFigure 11.2. Oil spillageChapter 12. DISTRESS 50, PATCHING AND UTILITY CUT PATCHOptions for Repair. - ufc_3-270-060072Figure 12.1. Deduct values for Distress 50, Patching and Utility CutFigure 12.2. Low-severity patchFigure 12.4. Medium-severity patchChapter 13. DISTRESS 51, POLISHED AGGREGATEFigure 13.1. Deduct values for Distress 51, Polished AggregateFigure 13.2. Polished aggregateChapter 14. DISTRESS 52, RAVELING AND WEATHERINGPorous Friction Course Severity LevelsFigure 14.1. Deduct values for Distress 52, Raveling/WeatheringFigure 14.2. Low-severity raveling/weatheringFigure 14.4. Medium-severity raveling/weatheringFigure 14.6. Typical PFC surface with no raveling and weatheringFigure 14.8. Medium-severity raveling/weathering in PFC surface. Note no single aggregate pieces are missing, but six aggregate clusters that do not exceed 25% of the square-foot (square-meter) area are missingFigure 14.10. High-severity raveling/weathering in PFC surfaceChaprter 15. DISTRESS 53, RUTTINGOptions for Repair - ufc_3-270-060090Figure 15.1. Deduct values for Distress 53, RuttingFigure 15.2. Low-severity ruttingFigure 15.3. Low-severity ruttingFigure 15.4. Medium-severity ruttingFigure 15.5. Medium-severity ruttingFigure 15.6. High-severity ruttingFigure 15.7. High-severity ruttingChapter 16. DISTRESS 54, SHOVING OF ASPHALT PAVEMENT BY PCC SLABSOptions for Repair - ufc_3-270-060100Figure 16.1. Deduct values for Distress 54, Shoving of Flexible Pavement by PCC SlabsFigure 16.3. High-severity shovingChapter 17. DISTRESS 55, SLIPPAGE CRACKINGFigure 17.1. Deduct curve for Distress 55, Slippage CrackingFigure 17.2. Slippage crackingChapter 18. DISTRESS 56, SWELLTable 18.1. Swell CriteriaFigure 18.1. Deduct curve for Distress 56, SwellFigure 18.2. Low-severity swellFigure 18.3. Medium-severity swellFigure 18.4. High-severity swellFigure 18.5. High-severity swell