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a <br />City of Santa Ana <br />Pavement Management Program 2018 <br />Quality Control Plan <br />2. Quality Control Plan <br />2.1. Condition Inspection Procedures <br />The governing document in performing condition inspections for the City of Santa Ana is <br />ASTM D6433-11 "Standard Practice for Roads and Parking Lots Pavement Condition Index <br />(PCI) Surveys." Both asphalt concrete (AC) and Portland cement concrete (PCC) pavements <br />are included in this protocol. The following distresses are collected for each pavement type. <br />Asphalt Concrete (AC) Pavements <br />1. Alligator (fatigue) cracking <br />2. Bleeding <br />3. Block cracking <br />4. Bumps and sags <br />5. Corrugation <br />6. Depression <br />7. Edge cracking <br />8. Joint reflection cracking <br />9.Lane/Shoulder drop off <br />10. Longitudinal and transverse cracking <br />11. Patching and utility cut patching <br />12. Polished aggregate <br />13. Potholes <br />14. Railroad crossing <br />15. Rutting <br />16. Shoving <br />17. Slippage cracking <br />18. Swell <br />19. Weathering <br />20. Raveling <br />Portland Cement Concrete (Jointed) <br />1. Blowup/Buckling <br />2. Corner breaks <br />3. Divided slab <br />4. Durability ("D") cracking <br />5. Faulting <br />6. Joint seal damage <br />7. Lane/shoulder drop off <br />8. Linear cracking <br />9. Patching (large) and utility cuts <br />10. Patching (small) <br />11. Polished aggregate <br />12. Popouts <br />13. Pumping <br />14.Punchout <br />15. Railroad crossing <br />16. Scaling, map cracking and crazing <br />17. Shrinkage cracks <br />18. Spalling (corner) <br />19. Spalling (joint) <br />Any exceptions to the above procedures will be discussed with the City before any <br />inspections are performed. These are usually related to distresses or situations that are not <br />covered in the manuals. Examples include slippage cracks, roller check marks or edge <br />cracking on streets with no curbs and gutters. Others include the use of seals or open - <br />graded asphalt concrete mixes. Any modifications will be documented and submitted to the <br />City for approval. <br />All distress or condition inspections are performed as walking inspections, and a minimum <br />10% sampling rate is utilized. Field crews are typically composed of a one-person crew <br />teaming up when required for higher volume facilities such as arterials. The sample units for <br />this project will be based upon the length and width of the street sections. This data will be <br />collected to match the existing management sections of PAVER. <br />Engineering & Environmental Services <br />2 <br />55B-131 <br />