Laserfiche WebLink
City of Santa Ana, CA Page 16 <br />2024 Citywide Pavement Management Plan - OCTA Submittal <br />Final Report - May 27, 2024 <br />• Accuracy required for data collection; <br />• Inspector qualifications and experience; and <br />• Safety. <br />Condition Survey Procedures <br />The governing document in performing condition surveys for the City of Santa Ana is ASTM D6433 <br />"Standard Practice for Roads and Parking Lots Pavement Condition Index (PCI) Surveys." Both asphalt <br />concrete (AC) and Portland cement concrete (PCC) pavements are included in this protocol. The following <br />distresses are collected for each pavement type: <br />1. Alligator (fatigue) cracking <br />......................................................................................................................................:............................................................................................................... <br />1. Blow-up/Buckling <br />2. Bleeding <br />..................................................................................................................................................................................................................................................... <br />:2. Corner Breaks <br />3. Block Cracking <br />..................................................................................................................................................................................................................................................... <br />:3. Divided Slab <br />4. Bumps and sags <br />......................................................................................................................................:............................................................................................................... <br />4. Durability ("D") Cracking <br />5. Corrugation <br />......................................................................................................................................:............................................................................................................... <br />5. Faulting <br />6. Depression <br />......................................................................................................................................:............................................................................................................... <br />5. Joint Seal damage <br />7. Edge Cracking <br />..................................................................................................................................................................................................................................................... <br />:7. Lane/Shoulder Drop-off <br />S. Joint Reflection Cracking <br />......................................................................................................................................:............................................................................................................... <br />8. Linear Cracking <br />9. Lane/Shoulder Drop-off <br />..................................................................................................................................................................................................................................................... <br />:9. Patching (large) and Utility Cuts <br />16. Longitudinal &Transverse Cracking <br />..................................................................................................................................................................................................................................................... <br />16. Patching (small) <br />11. Patching and Utility Cut Patching, <br />......................................................................................................................................:............................................................................................................... <br />11. Polished Aggregate <br />12. Polished aggregate <br />..................................................................................................................................................................................................................................................... <br />:12. Popouts <br />13. Potholes <br />......................................................................................................................................:............................................................................................................... <br />13. Pumping <br />14. Railroad Crossing <br />..................................................................................................................................................................................................................................................... <br />:14. Punchout <br />15. Rutting <br />......................................................................................................................................:............................................................................................................... <br />15. Railroad Crossing <br />16. Shoving <br />......................................................................................................................................:............................................................................................................... <br />16. Scaling, map cracking and crazinf <br />17. Slippage Cracking <br />......................................................................................................................................:............................................................................................................... <br />17. Shrinkage Cracks <br />18. Swell <br />......................................................................................................................................:............................................................................................................... <br />18. Spalling (corner) <br />19. Weathering <br />......................................................................................................................................:............................................................................................................... <br />19. Spalling (joint) <br />20. Raveling <br />As required by the Orange County Transportation Authority (OCTA), the City of Santa Ana must prepare <br />and implement a quality assurance / quality control (QA/QC) plan regarding pavement management <br />inspection as they pertain to StreetSaver. For the purposes of this report, Bucknam has demonstrated <br />below how our project team implemented QA/QC procedures during the project. <br />Our QA/QC plan focuses on the how each pavement inspection is performed, what distresses are collected <br />and ensures that it complies with the OCTA guidelines defined within the "Countywide Pavement <br />Management Plan Guidelines (CPMPG)". <br />As shown within the OCTA CPMPG, our staff followed and delivered on the requirements stated within <br />Chapter 2, page 2-5 which require specific QA/QC data (Items A through G). Additionally, Chapter 3 <br />requires numerous data/deliverables from local agencies for OC Measure M2 eligibility. All general PCI <br />budgetary report submittals will follow the Chapter 3 guidelines. <br />In conjunction with the outlined items within the CPMPG Section 2 we have <br />