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25D - AGMT - PAVEMENT MGNT
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25D - AGMT - PAVEMENT MGNT
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9/26/2019 7:49:50 PM
Creation date
9/27/2019 4:09:17 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
25D
Date
10/1/2019
Destruction Year
2024
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City of Santa Ana <br />Pavement Management Program Update RFP No. 19-070 <br />August 6, 2019 <br />distresses such as tree root distortions, edge cracking, oil spots from parked cars etc. The PCI can be <br />either lower or higher than walking surveys, depending on the types of distresses. Finally, these vehicles <br />are expensive to purchase (typically over $100,000 per) and unless the City wishes to be tied to one vendor <br />for future PMS updates, this option is not usually recommended. <br />NICE recommends walking surveys for MPAH and Locals to maintain continuity of survey methods. <br />This was the methodology in 2017. <br />41 OCTA recommends walking surveys for MPAH roadways. <br />10 Walking surveys are more accurate and better capture the distresses caused by the higher <br />increased traffic and loading. <br />43 Windshield surveys for the Alley network is sufficient. NCE will provide costing for this method. <br />Therefore, NICE will perform walking pavement condition surveys in <br />accordance with the established standards as per ASTM D6433-11. A <br />minimum of one sample unit per section will be inspected. <br />Approximately one sample unit will be inspected for each 1,000 lineal <br />feet of roadway. Any variation from the established procedures will be <br />to accommodate unique local conditions, e.g., gap -graded texture of <br />rubberized asphalt concrete overlays, chip seals over Portland cement <br />concrete pavements, etc. These conditions typically exhibit unique <br />distresses that may not be reflected in any distress manual, so special <br />exceptions will need to be made. Any areas which are not typical of the <br />entire section will be inspected and recorded as a special sample unit. <br />High severity bleeding <br />Our scope of work and condition surveys do not address issues including, but not limited to traffic, safety <br />and road hazards, geometric issues, road shoulders, sidewalks, curb and gutters, drainage issues or short- <br />term maintenance that should be performed. <br />NCE will be responsible for providing all equipment necessary for performance of this task. Should City <br />personnel wish to observe NCE's crews during the surveys, we will be more than happy to accommodate <br />the City. Individual city staff may also accompany NCE's field crews for up to a half day each — to gain <br />hands-on training at no additional cost to the City. We have found that this is the most effective training <br />method for agency staff, as they become part of the data collection crew, rather than just an observer. <br />Data Entry and PCI Calculations <br />The distress data will be recorded on tablets once the surveys are complete. <br />We will be responsible for providing all equipment necessary for performance <br />of this task. The data will receive random quality control checks to ensure that <br />it is complete and accurate. <br />Quality Control <br />Quality management practices for pavement management suggest that a <br />one-time survey of the final data are typically inadequate and involve a high <br />risk of failure. Quality Control (QC) checks are critical on a project such as <br />this. As part of NCE's goal to provide a superior quality product for our clients, <br />we incorporate a QC component into all of our projects. For this project, we <br />have proposed the inclusion of a QC Manager, Mr. James Signore, as noted <br />in our Project Organization chart. Mr. Signore will have the following project responsibilities: <br />4XONCE <br />Page 119 <br />25D-32 <br />
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