Paver Concrete Surfaced Airfields Pavement Condition Index (PCI) - indexChapter 1. Introduction - ufc_3_270_050011References. - ufc_3_270_050012Figure 1.2. Corrected Deduct Values for Jointed Rigid PavementsTable 1.1. Frequently Occuring Problems In Pavement Distress Identification Figure 1.3. Jointed Rigid Pavement Survey Data Sheet Chapter 2. Definitions Of Repair OptionsChapter 3. Distress 61,Blowup Options for Repair.Figure 3.1. Deduct values for Distress 61, BlowupFigure 3.3. Medium-severity blowupChapter 4. Distress 62, Corner BreakOptions for Repair. - ufc_3_270_050022Figure 4.2. Low-severity corner breakFigure 4.3. Low-severity corner breakFigure 4.5 . Medium - Severity Corner BreakChapter 5. Distress 63, Cracks (Longitudinal , Transverse, and Diagonal)Reinforced Concrete Severity Levels.Figure 5.2. Low-severity longitudinal crackFigure 5.4. Low-severity diagonal crackFigure 5.5. Medium-severity longitudinal crackFigure 5.8. High-severity crackFigure 5.10. High-severity crackChapter 6 . Distress 64, Duarability ("D") CrackingOptions For Repair. - ufc_3_270_050034Figure 6.1. Deduct Values for Distress 64, Durability Cracking Figure 6.4. Medium-severity "D" crackingFigure 6.5. Medium-severity "D" cracking occurring in limited area of slabFigure 6.7. High-severity "D" crackingChapter 7. Distress 65, Joint Seal Damage Options for Repair. - ufc_3_270_050040Figure 7.2. Low-severity joint seal damageFigure 7.3. Medium-severity joint seal damageFigure 7.5. High - Severity Joint Seal Damage ( Extensive Amount Of Weed Growth )Chapter 8. Distress 66, Patching, Small ( Less Than 5 Square Feet 1.5 Square Meters )Options for Repair. - ufc_3_270_050045Figure 8.2. Low-severity small patchFigure 8.3. Low-severity small patchFigure 8.5. Medium -Severity Small PatchChapter 9. Distress 67, Patching , Large ( Over 5 Square Feet (1.5 Square Meters ) And utility Cut.Figure 9.1. Deduct Values Distress 67, Patching/ Utility Cut.Figure 9.3. Low-Severity Patch Figure 9.5. Medium-Severity Utility CutChapter 10. Distress 68, PopoutsFigure 10.1. Deduct Values for Distress 68, PopoutsChapter 11. Distress 69, Pumping Figure 11.1 Deduct Values for Distress 69, Pumping Figure 11.3. Pumping (note Stains On Pavement ) Figure 11.5 PumpingFigure 11-6. Slab Count for PumpingChapter 12. Distress 70. Scaling, Map Cracking, And CrazingOptions for Repair. - ufc_3_270_050061Figure 12.2. Low-severity crazingFigure 12.3. Medium-severity scalingFigure 12.5. Close-up of high-severity scalingFigure 12.7. High-severity alkali-silica reaction on a grooved pavementChapter 13. Distress 71, Settlement or FaultingOptions for Repair. - ufc_3_270_050067Figure 13.3. Low- Severity Settlement On Apron Figure 13.6. High-severity settlementChapter 14. Distress 72, Shattered Slab/ Intersecting Cracks Figure 14.2. Low-severity intersecting cracksFigure 14.3. Low-severity intersecting cracksFigure 14.5. Medium-severity intersecting cracksChapter 15. Distress 73, Shrinkage Cracks Figure 15.2. Shrinkage crackFigure 15.3. Shrinkage cracksChapter 16. Distress 74, Spalling (Tansverseand Longitudinal Joints) How to Count Figure 16.1. Deduct Values for Distress Spalling Alomg JointsFigure 16.3. Low Severity Joint SpallFigure 16.5. Meduim - Severity Joint SpallFigure 16.7. High-Severity Joint SpallChapter 17. Distress 75, Spalling (Corner )Options for Repair. - ufc_3_270_050084Figure 17.2. Low-severity corner spallFigure 17.3. Low-severity corner spallFigure 17.5. Medium-severity corner spallFigure 17.7. High-severity corner spall