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HomeMy WebLinkAboutQES_Diamond Bar PMP Update_Technical Proposal_20-Dec-2024 TECHNICAL PROPOSAL City of Diamond Bar Pavement Management Program Update December 20, 2024 Submitted by: Quality Engineering Solutions, Inc. 1025 N. Brand Boulevard, Suite 300 Glendale, California 91202 Submitted to: City of Diamond Bar, Public Works 21810 Copley Drive Diamond Bar, California 91765 1025 N. Brand Blvd, Suite 300 Glendale, California 91202 Pennsylvania Ohio Washington Nevada California www.qespavements.com | Ph: 818.241.0800 December 20, 2024 QES File #Q24-3052 Christian Malpica City of Diamond Bar – Public Works 21810 Copley Drive Diamond Bar, California 91765 Re: Pavement Management Program Update Dear Selection Committee: Quality Engineering Solutions, Inc. (QES) is pleased to submit this proposal in response to the above referenced request for proposals (RFP). QES is a minority, woman-owned C Corporation business with an office at 1025 N Brand Blvd, Glendale, California 91202. Our primary contact and authorized representative is Mr. Douglas Frith, P.E., who can be reached by email at dfrith@QESpavements.com and phone at (775) 337-2655. QES is currently in our 27th year in business and we have a track record of providing pavement inspection, engineering, and management services for agencies from California to Florida. Our vision statement is expressed in our name. We strive to provide solutions to challenges in the pavement and transportation field using the latest proven engineering technology, with a strong emphasis on the quality and timeliness of our work. QES understands the scope of services to be performed for this project and intends to execute the tasks within an established budget and timeline. We have teamed with Roadway Asset Services, LLC (RAS) to deliver the highest quality outcomes to the City on this project. RAS owns four state-of-the-art 3D Pavement Condition Survey Systems equipped with LCMS-2 technology and will support the QES team during data collection and evaluation activities. QES and RAS have a long history of delivering pavement management projects together successfully. QES is offering a very experienced pavement management engineer, Dr. Mona Nobakht, who will be supported by our Project Principal, Mr. Douglas Frith. Mr. Frith has over 35 years of experience in pavement management and is a registered Professional Engineer in California. Furthermore, we have a designated Data Quality Manager who will ensure accurate and complete data is collected and reported and all field surveyors are MTC and OCTA certified distress raters. Should you have any questions, please do not hesitate to contact us. We look forward to doing business with the City of Diamond Bar. Sincerely, Douglas Frith, P.E. Vice President of Engineering City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. i Table of Contents Staffing Qualifications ................................................................................................................... 1 Team Organization and Staff Availability ................................................................................... 1 Key Personnel ....................................................................................................................... 1 Resumes ................................................................................................................................ 2 Relevant Experience ..................................................................................................................... 6 Project Schedule ........................................................................................................................... 8 Proposed Field Data Collection and Analysis Methods ................................................................ 9 Task 1. Agreement for Professional Services ............................................................................ 9 Task 2. Kick-off/Progress Meetings ........................................................................................... 9 Task 3. Inventory, Inspection, & Evaluation of Existing Routes ................................................. 9 Task 4. Resource Requirements and Fee Schedule ............................................................... 10 Task 5. Pavement Condition Inspection & Evaluation ............................................................. 10 Automated Data Collection: Roadway Asset Collection (RAC) Vehicles ............................. 10 Data Processing (RoadTRIP™) ........................................................................................... 11 Quality Assurance and Quality Control Plan ........................................................................ 12 Quality Assurance Step #1 – Field Validation of Pilot Roads ............................................... 12 Linkage of Pavement Evaluation Data and Digital Images .................................................. 13 Task 6. Pavement Management Program Report ................................................................... 13 Task 7. Training ....................................................................................................................... 15 Task 8. Presentation ................................................................................................................ 15 Sub-consultants .......................................................................................................................... 16 Sample of Consultant’s Quality of Work ...................................................................................... 19 References .................................................................................................................................. 19 Certificate of Insurance ............................................................................................................... 19 City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 1 Staffing Qualifications Quality Engineering Solutions, Inc. (QES) was started as a pavement consulting firm with the goal of providing high-quality services in the field of pavement engineering and has now been providing pavement engineering services for over 26 years. We have performed PMS implementation and update projects on a nationwide basis for cities, counties, airfields, and military facilities since 2000, using a variety of different pavement management systems and data collection methodologies. As pavement engineers, we specialize in pavement maintenance and rehabilitation (M&R) recommendations, providing added value to our PMS services. Our Principal Engineers are leaders in pavement research efforts through the Transportation Research Board (TRB), the Federal Highway Administration (FHWA), the National Cooperative Highway Research Program (NCHRP), and various state agencies. QES has been committed to providing quality solutions to engineering projects since our inception in 1997. We are a pavement consulting firm that specializes in Pavement Engineering and Construction Inspection. We take pride in our emphasis on quality and our ability to provide practical, innovative solutions for a broad range of projects and clients. We have a team of knowledgeable and experienced staff to tackle any pavement engineering issue. QES is a minority, woman- owned business with offices in Glendale, CA, Reno NV, Seattle, WA, and Cochranton, PA. QES was purchased in 2021 by Ms. Lydia Kennard and operates as a corporation with approximately 70 employees, including eight professional engineers. After 27 years in business, QES has been able to staff every project we have been awarded and has never defaulted on a project. QES’s nearest office address serving the City is 1025 N Brand Blvd, Glendale, California 91202. QES is headquartered in the State of Pennsylvania at 180 N Franklin Street, Suite G, PO Box 891, Cochranton, PA 16314. Team Organization and Staff Availability Our engineering team is highly skilled in all aspects of pavement technology across different infrastructures, including airports and highways. With proven expertise in both flexible and rigid pavements and significant research experience with state highway agencies in multiple states, we are poised to deliver substantial value to the City. QES is a vendor certified StreetSaver Consulting Partner as noted on the StreetSaver website: https://www.streetsaver.com/support/partners/consultant. We have provided pavement management support services to StreetSaver clients since 2018 and maintain an annual StreetSaver license. Key Personnel We are proposing a small, yet experienced team to successfully complete this project. Our experience has shown that a focused staff of experienced resources will provide cost-effective and timely services to the City. All proposed staff members have the time needed to efficiently complete this project. Limiting the staff working on the project results in a more cohesive team, while ensuring all work is completed in a timely manner. Should any of these team members become unavailable, QES has three other experienced project managers, three additional QES: Forefront of pavement management since the inception of the concept in the 1980s. City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 2 experienced pavement management engineers, and 12 pavement distress inspectors who can fulfill any staffing requirements. Project ManagerProject Manager, Dr. Mona Nobakht ., will manage and monitor operations, ensuring that our efforts exceed the expectations of the City, project deadlines are met, and the project is completed on time and within budget. Dr. Mobakht has over 8 years of experience in developing pavement mangement systems for cities, counties and state highway agencies and will bring exceptional value to this project. Resumes Resumes for our proposed key staff are presented on the following pages. City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 3 Douglas J. Frith, P.E. Project Principal Professional Background Mr. Frith is a registered Professional Engineer and has a Master of Science Degree in Civil Engineering with an emphasis in pavement materials. He has 37 years of pavement consulting and construction experience. He is a recognized professional in pavement design and evaluations, quality control and assurance, pavement management, transportation research, training, and pavement construction. He has completed evaluations, designs and design-build efforts for streets, highways, and port facilities. He has been involved in the implementation of various pavement management systems for several cities, counties, military facilities, and airfields using multiple distress rating definitions and methodologies. Mr. Frith has contributed to several local and national research projects including LTPP and WesTrack. As an instructor, Mr. Frith has provided technology transfer for the National Highway Institute and the University of Nevada, Reno. Education Master of Science and Bachelor of Science, Civil Engineering, University of Idaho Registrations/Certifications Professional Engineer: California #C 047294, Nevada #11071, Idaho #10139, North Carolina #052519 Affiliations • American Society of Civil Engineers, Transportation Research Board: AFP10 Committee on Pavement Monitoring and Evaluation (Member 2012 – Present); AKT10 Pavement Management Systems (Member 2008 – 2017) • American Public Works Association Summary Experience Mr. Frith’s primary emphasis has been in pavement engineering including research, evaluation, management, and design. Currently, he serves as Vice President for QES’ Engineering Division applying new technologies in the areas of pavement design, management and quality control. During the past 25 years, Mr. Frith has been applying modern technical developments in pavement management, maintenance, and design in the consulting field. He served as the primary design engineer for a $400 million design-build project, The Legacy Parkway, in Utah, which consisted of an innovative concrete structural design, as well as numerous other flexible and rigid pavement designs. He is currently managing the Independent Validation and Verification (IV&V) efforts for over 22,000 miles of pavement and asset management data for the Virginia Department of Transportation (DOT) and 19,000 miles of pavement condition data for the North Carolina DOT. Mr. Frith served as project manager from 2013 to 2021 overseeing StreetSaver PMS updates for 34 cities in the San Francisco Bay Area. The scope included updating M&R, decision trees, costs, and pavement distress to develop a minimum of five budget scenarios for each agency. Key Experience • Project management • Quality control/assurance • Roadway pavement design • Port pavement design • Airport pavement engineering • Construction • Pavement management • Research • Training City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 4 Mona Nobakht, Ph.D., P.E. Project Manager Professional Background Dr. Nobakht is a licensed Professional Engineer with over eight years of experience in both public and private sectors. She holds a Ph.D. degree in Civil Engineering, specializing in pavement engineering. Her expertise spans pavement materials characterization, pavement design and evaluation, forensics, and pavement management. Prior to joining QES in June 2023, Dr. Nobakht served as a project manager at the Texas DOT, where she led various pavement forensics, design, and rehabilitation projects. Additionally, Dr. Nobakht has successfully implemented Pavement Management Systems for several cities and counties nationwide. As a former researcher with the Texas A&M Transportation Institute (TTI), she has conducted multiple pavement research projects for Texas and Oklahoma DOTs. Education Doctor of Philosophy, Civil Engineering-Pavement Materials, Texas A&M University Master of Science, Civil Engineering-Structure, K.N. Toosi University of Technology Bachelor of Science, Civil Engineering, Amirkabir University of Technology Registrations/Certifications Professional Engineer: Texas, Ohio AgileAssets Pavement Analyst Certification Affiliations • Transportation Research Board, Member • Association of Asphalt Paving Technologists, Member Related Project Experience Pavement Inspection and Pavement Database Updates, Yolo County, CA (2024). QES completed a contract to perform pavement condition inspections for Yolo County’s Pavement Management System (PMS) covering the entire 657 centerline miles of the paved road network. QES completed manual distress surveys, following the MTC distress rating methodology, as well as data quality checks and updated the distress data in the StreetSaver database. Dr. Nobakht developed the QA procedures and updated the County’s StreetSaver database. Yuba County Road Network Inventory Project, Yuba County, CA (2024). QES is currently contracted to support Yuba County in configuring the recently acquired StreetSaver software. The project involves developing roadway segments, updating inventory, conducting a PCI distress survey on 662 miles of County roads, and configuring the StreetSaver software. QES will also aid in developing decision trees and updating maintenance and rehabilitation fields. The project, initiated recently, is in progress with the QES team working on segmentation and inventory updates. Dr. Nobakht oversees the process, including importing data, quality checks, PCI calculations, scenario analysis, and report development. Key Experience • Project management • Pavement management • Research • Training • Quality control/assurance • Roadway pavement design City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 5 Luis C. Ramirez, P.E. Data Quality Management Engineer Professional Background Mr. Ramirez is a licensed Professional Engineer with a Master of Science in Civil Engineering from the University of Pittsburgh. Specializing in pavement engineering, he brings extensive experience in the design and analysis of pavement structures, pavement management systems, and condition assessments. His expertise also encompasses pavement instrumentation and data acquisition, along with field and laboratory testing of construction materials. Adept in geotechnical investigation and design, Mr. Ramirez is well-qualified in overseeing construction activities for transportation projects. He excels in cost analysis and budget management, backed by a solid background in estimation. Additionally, he has a proven track record in crafting comprehensive engineering and investigative reports. Technically proficient, he is skilled in a range of Civil Engineering software including AutoCAD and MicroStation, as well as specialized pavement engineering applications such as Pavement ME, PAVER, Kenlayer, StreetSaver, and MODULUS. Education Master of Science, Civil Engineering, University of Pittsburgh Bachelor of Science, Civil Engineering, Columbian School of Engineering Registrations/Certifications Professional Engineer: Maryland #52770 Related Project Experience Project Engineer, PSI “QA/QC for Semi-automated Distress Data Collection for the District of Columbia DOT” (2022 – 2024). QES conducted QA/QC checks and data analysis for approximately 200 lane-miles of the DDOT network annually. Project Engineer, North Carolina DOT (2020 – 2023). Mr. Ramirez assisted in the development of the distress data control limits used to control the variability on 19,000 centerline miles of roadway pavements annually. He also conducted year-to-year comparisons of distress data. Project Engineer, Virginia Airport Pavement Management Systems (2021). Provided distress quality control by performing independent distress surveys and 10% of the general aviation airports in Virginia. Project Engineer, Metropolitan Transportation Commission “Pavement Management Technical Assistant Program for Multiple Cities in the Bay Area” (2022). QES conducted a pavement management update for seven different cities in California. This update includes field data collection, data analysis, cost estimating, and the development of 5-year budget options using StreetSaver. Key Experience • Project management • Quality control/assurance • Pavement evaluation • Pavement design • Pavement management • Material characterization • Instrumentation • Non-destructive testing • Cost estimating City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 6 Relevant Experience QES has a long history of repeat clients who return to us for our level of expertise and attention to detail. We have highlighted some of these recently completed or Ongoing PMS projects in the table below. In each case, the projects included the collection of pavement distress conditions and most also included updating the agencies PMS by entering missing historical M&R treatment data, updating the decision tree treatments and unit costs, loading the data into a pavement management software then running several need assessments and budget option scenarios, and developing the multi-year M&R treatment plan for each street. All efforts were documented in a final Budget Options Report meeting the project requirements. Our three most recent StreetSaver projects are described in detail below. Project Manager, Mr. Douglas Frith, P.E., and Project Engineer, Dr. Mona Nobakht, P.E., have collaborated on several of the projects listed below as well as the three representative StreetSaver projects on the following pages. City/County Project Manager Email Phone Miles Year(s) Yolo County, CA Marvin Dinozo marvin.dinozo@yolocounty.org (530) 666-8034 657 2024 Seattle, WA Ben Hansen benjamin.hansen@seattle.gov (206) 255-1998 1547 2017/2023 Windermere, FL Tona Elliott Moore tmoore@town.windermere.fl.us (407) 876-2563 24 2017/2023 Santee, CA Jim Tourek, IMS jtourek@imsanalysis.com (408) 462-4030 74 2022 San Leandro, CA Kyle Lei klei@sanleandro.org (510) 577-3971 182 2021 Moraga, CA Sharon Chan schan@moraga.ca.us (925) 888-7028 59 2021 Corte Madera, CA Christopher Good cgood@tcmmail.org (415) 927-5794 35 2021 Mill Valley, CA Ahmed Aly aaaly@cityofmillvalley.org (415) 384-4755 61 2021 San Mateo, CA Otis Chan chan@cityofsanmateo.org (650) 522-7305 200 2021 Newark, CA Trang Tran trang.tran@newark.org (510) 578-4298 106 2020 Los Altos, CA Victor Chen vchen@losaltos.ca.gov (650) 947-2623 111 2018/2020 Los Altos Hills, CA John Chau jchau@losaltoshills.ca.gov (650) 947-2510 60 2018/2020 American Canyon, CA Cheryl Braulik cbraulik@cityofamericancanyon.org (707) 647-4688 55 2017/2020 Milpitas, CA Steve Chan schan@ci.milpitas.ca.gov (408) 586-3324 42 2014/2020 City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 7 2022 SDOT Arterial Pavement Condition Rating, Seattle, Washington QES and Integrated Management Systems, LLC (IMS) completed a pavement condition survey of the arterial street system for the City of Seattle, Washington. The Seattle Department of Transportation’s (SDOT) arterial pavement network has a total area of approximately 98,000,000 sf (1,547 12-ft lane-miles), a total length of 491 centerline miles, and consists of 3,132 management sections. Jeff Uhlmeyer was the project manager, supported by Doug Frith (Principal Engineer), Mona Nobakht (PMS Engineer), and Jason Clinton (Senior Technician). Our workflow consisted first of collecting 3D pavement imagery in the field using IMS-operated Road Surface Tester (RST) vehicles with state-of-the-art second- generation Laser Crack Measuring System (LCMS-2) technology. This provided twice the resolution of most other systems used in the field for pavement surveys. The LCMS-2 data collection vehicles gave our expert team of engineers detailed, objective, and repeatable data to use for their analysis. Pavement images were analyzed next using automated crack detection and classification software tools (RoadInspectTM), then manually verified by QES staff, supplementing the results of the automated data processing. Quality control and assurance checks were in place at all phases of the project. IMS collected the data and then QES completed the manual pavement distress ratings based upon MTC’s StreetSaver pavement distress guides. Approximately one third of the pavements were concrete surfacing and the remainder were asphalt concrete or composite roadways. QES uploaded the survey data into SDOT’s MTC StreetSaver pavement management system database. Pavement Inspection and Pavement Database Updates, Yolo County, California QES recently completed a contract to perform pavement condition inspections for Yolo County’s StreetSaver PMS. We provided updates of the entire 657 centerline miles of paved road network (33 miles of arterials, 142 miles of collectors, 40 miles of residential roads and 442 miles of other rural roads). Douglas Frith was the project manager, supported by Mona Nobakht (PMS Engineer) and Jason Clinton and Matt Baker as distress raters. Manual distresses surveys, following the MTC distress rating methodology were completed on 100% of the street segments. All field data was collected in 45 days, underwent a rigorous data quality check prior to entry into the StreetSaver database. OWNER Seattle Department of Transportation POINT OF CONTACT Benjamin Hansen, PE, Project Manager, Maintenance & Operations 206.684.5304 benjamin.hansen@seattle.gov BUDGET $547,000 PERIOD OF PERFORMANCE July 15, 2022 – July 31, 2023 MILES 491 Centerline Miles OWNER County of Yolo, California POINT OF CONTACT Marvin Dinozo, Assistant Engineer, Department of Community Services 530.666.8034 marvin.dinozo@yolocounty.org BUDGET $89,319 PERIOD OF PERFORMANCE May 30, 2023 – March 31, 2024 MILES 657 Centerline Miles City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 8 MTC P-TAP 21 PMP Updates, Multiple Cities, California Under the P-TAP 21 contract, QES was assigned six Bay Area cities to provide StreetSaver PMS updates in 2020. Project details include the confirmation and correction of existing management sections, manual pavement distress surveys, StreetSaver updates (including updating the decision tree and cost table), adding any M&R information, and generating various budget option reports. All six of these projects were completed on time and within budget. Mr. Doug Frith served as the Project Manager, supported by Luis Ramirez. Two cities provided additional challenges in their request for project lists meeting certain criteria (references provided). For the City of San Mateo, the unique challenge of custom scenario generation went beyond StreetSaver’s standard capabilities. Many scenarios required the elimination of failed streets (streets that fall below a PCI of 30) over a specified period while maintaining all street sectional PCIs (rather than network PCI) above a certain index such as 50. The desired PMP was achieved with a bit of creativity that involved making changes to the decision tree that would, in turn, generate an annual list of streets which could then be saved as project lists. No single standard StreetSaver analysis or report could be utilized, but by running separate reports and combining the data, QES was able to achieve the City’s desired outcome. Project Schedule Based upon our understanding of the project scope, we are confident the project can be completed in nine months or less. A detailed schedule of tasks is shown in the schedule below. This is a realistic schedule for the completion of your project and is based upon our experience in completing similar efforts for other cities. We assure you that the proposed staff will be available and ready to complete this project. Task Activity Duration (weeks)1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1 Agreement for Professional Services 1 2 Kick-Off/Progress Meetings 36 3 Inventory, Inspection, and Evaluation of Existing Roads 3 4 Resource Requirements and Fee Schedule 1 5 Pavement Condition Inspection and Evaluation 16  6 Pavement Management Program Report 11  7 Training 1  8 Presentation 2  Task Duration Meeting with City Field Data Collection & Quality Assurance  Milestone Deliverables February March April September October June AugustMayJuly OWNER Bay Area Metropolitan Transportation Commission (MTC) POINT OF CONTACT City of San Mateo Cathi Zammit, Engineering Manager 650.522.7306 czammit@cityofsanmateo.org City of Mill Valley Faryal Saiidnia, Project Manager 415.384.4830 fsaiidnia@cityofmillvalley.org BUDGET San Mateo: $60,000 Mill Valley: $18,400 + $9,300 MILES San Mateo: 200 Centerline Miles Mill Valley: 61 Centerline Miles City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 9 Proposed Field Data Collection and Analysis Methods As we understand, the City maintains approximately 145 centerline miles of streets. Your desire is to collaborate with an experienced consultant to update the PMP with current pavement conditions and perform funding analyses to facilitate regular assessments and accurately track pavement conditions that affect maintenance effort planning. Task 1. Agreement for Professional Services QES takes no exception to any provisions contained in the City’s Professional Services Agreement. We are available to begin work immediately following notice to proceed. Task 2. Kick-off/Progress Meetings A successful project begins with strong project management and a complete understanding of the clients’ needs. Project Manager Dr. Mona Nobakht, Ph.D., P.E. will ensure the deliverables meet the objectives of this project and provide optimized pavement management solutions. Regular bi-weekly or monthly calls with the City’s Project Manager and the QES team are scheduled to keep the project on track. A kick-off meeting will be organized and conducted within two weeks of receiving the notice to proceed to establish the most efficient communication channels and protocols, discuss the scope of work, budget, schedule, and project goals with the project stakeholders, including representatives from the City. During this meeting, a complete list of information available and/or needed will be developed, including the means and methods of transferring this information. QES has a SharePoint and Dropbox capable of transferring very large sizes of electronic information as needed. QES has an established and proven Data Quality Management Plan (DQMP) which will be provided at the kick-off meeting for City input. We will review the most current PMP during project coordination. Preliminary work includes reviewing all maintenance and rehabilitation (M&R) activities the City has conducted since the last update. Corresponding updates to the database will be made before we begin Task 3. Ongoing project management will be completed by Dr. Nobakht and bi-weekly virtual meetings will be routinely scheduled during the project to discuss project schedules, questions, and/or issues that may arise. QES utilizes Salesforce as our project tracking software and Foundation as our accounting software. Every staff hour is tracked on a weekly basis and project milestones are developed and tracked using Salesforce. If needed, Mr. Frith has the authority to adjust schedules, priorities, and staffing to ensure your project is completed on time at a level that exceeds your expectations. Task 3. Inventory, Inspection, & Evaluation of Existing Routes While a simple routine in every project, the cornerstone to project success is conducting a complete diagnostic of the roadway network, including a full and thorough assessment of the City’s GIS centerline and inventory database. This will include a review of data requirements (i.e., what information is needed/desired) and subsequent data gap analysis (what is missing). We will include the following in this initial review: • Base inventory information, (i.e., Functional Class, lengths, areas, surface type, etc.) City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 10 • Districts, special zones, and demographic data • Historical condition information • Status of survey history • Construction and maintenance history • Review of maintenance and rehabilitation treatments and unit costs (if any) • Review of existing pavement deterioration curves (if any) Using the collected images (described in Task 5) the QES team will inventory, inspect and evaluate the existing bikeways as identified in Appendix C of the RFP. The field of view from the right-of-way images will be utilized for the evaluation of existing and future proposed bikeways, pedestrian and shared use lanes. A separate database and GIS mapping will be developed to manage this bike/pedestrian network. Task 4. Resource Requirements and Fee Schedule The QES team’s estimate of labor-hours and fees, with a total not to exceed for the project is available in our separately uploaded Fee Schedule. Task 5. Pavement Condition Inspection & Evaluation Automated Data Collection: Roadway Asset Collection (RAC) Vehicles Pavement data will be collected using the Roadway Asset Collection (RAC) vehicles operated by Roadway Asset Services, LLC (RAS). Data will be collected from all travel lanes on the 36.1 miles of arterial roads and the 4.1 miles of collector streets. The remaining 104.8 miles of residential streets will be collected in a single direction. The pavement data will be processed per road segment for the entire roadway network using the continuous and detailed 20-foot linear samples acquired by the RAC Laser Crack Measurement System (LCMS-2) vehicle. The QES team will adopt the City’s existing GIS centerlines, and the detailed data collected by the RAC vehicle will be rolled up to the segment level for reporting purposes. We will calculate an ASTM D6433 Pavement Condition Index (PCI) score using the detailed extent and severity distress data captured in the field for every roadway segment. To complete the pavement condition survey, the QES team will utilize the RAC vehicles from RAS’s fleet of four (4), equipped with: • The LCMS-2 camera is a downward-facing laser array providing images used to evaluate data that conforms with ASTM D6433 protocols, which uses two 1-millimeter- pixel resolution line scan cameras to collect severity/extent-based pavement distresses. The collection system is able to capture full lane width 3D imagery, rutting, and roughness data. • The pavement distress type, density, severity, and extent are collected with the LCMS-2 and are used to calculate a PCI score that represents the condition of 100% of the driven lanes. City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 11 • Point Gray Ladybug 5+ 32MP 360-degree High-Definition camera (utilized for accurate ROW asset capture, extraction, and pavement QA/QC) is far superior to independently mounted HD cameras. We will deliver the HD images to the City for review and acceptance. • Linear distance measuring to within +/-0.5%. • Applanix POS/LV with DGPS (provides accurate internal GPS navigation for geo- locating pavement and right of way asset information). All subsystems for the RAC vans are integrated using tight synchronization between all data streams on the truck in real-time, referenced to both time and distance. All sensor locations are coordinated to the vehicle’s reference point, together with the GPS and IMU hardware, using 3D translations and rotations. This allows the final world coordinates of all sensor data streams to be calculated and integrated. The methods for automated data collection and pavement condition rating are repeatable and defensible. We will conduct pavement survey work on dry pavement and in lighting conditions that ensure accurate crack detection. We will collect imagery during daylight hours only, with no rain, fog, snow, or visibility obstructions. Any road segment(s) that exhibits low image quality due to lighting will be recollected at a later time. The industry is currently migrating toward automated intelligence (AI) rating for 100% linear assessment of the roads, in accordance with guidelines within the ASTM D6433, ASTM E1656, and ASTM E3303. This methodology removes the subjectivity of rating small sample areas of the road segment where the sample may not represent the condition of the entire roadway segment. Data Processing (RoadTRIP™) After data is collected in the field and uploaded to the office environment, it is imported using the RAS AI enhanced pavement rating tool RoadTRIPTM (Technical Rating Intelligence Program). The import process creates mappings to the data so that users do not need to keep track of where the data is stored on central data server(s). At this stage, the major data processing tasks also occur, such as generation of right-of-way and pavement image streams; calculation of profile, roughness, rutting, detection of cracks, lane-markings, man-made objects, and other distresses. The automated crack analysis detects cracks that are overlaid on the pavement images and offset to assist with the verification of the detected cracks. During reporting, the distress cracks are defined by road zone and accumulated according to the units defined in the client City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 12 specification. The severity levels are identified based upon the defined limits (ASTM D6433) and verified for resolution through visual quality control checks of image files. Where density metrics are required, these are determined using the length of the interval being reported and the width of road zones included. Quality Assurance and Quality Control Plan The QES team has a detailed Data Quality Management Plan (DQMP) to provide the City with a systemized method for assuring data is representative of the conditions present. The document serves as a basis for operator training and defines roles and responsibilities along with technical specifications. Included in the DQMP is a description of condition survey procedures, data collection equipment, system calibration/verification, standards used for processing and collection (ASTM, AASHTO), range of accuracy, data checks, roadway segment review, and reporting. Quality Assurance Step #1 – Field Validation of Pilot Roads The field pilot allows us to collect, process, and review condition data with City staff to ensure accuracy with the data collection and interpretation protocols. We will use a field tablet that contains the segment PCI scores along with the deduct points assigned to each distress such that everyone understands the PCI impacts of distresses that are present. If issues are confirmed in the field, then corrective action to the initial field pilot will be processed for City review prior to commencing the full network data processing activities. Quality Assurance Step #2 – Subsystem Monitoring in The Field During the survey, the collection software monitors the GPS subsystems and alerts the operator if the GPS feed drops out or if GPS quality is compromised. The IMU will provide acceleration- based corrections during this time to ensure that GPS accuracy is maintained as much as possible. The QES team will also review a randomized sample of images to ensure that it complies with the requirements of the specifications throughout the course of the network matching and event QC. Upon completion of the network matching, an image report shall be generated with the total image count compared with that expected for each road. Daily progress reports are produced by uploading sensor, GPS, and event data and matching against the road network definition. Progress reports include the following, road sections collected, length discrepancies, and remaining sections to be completed. Quality Assurance Step #3 – Engineer Review An experienced pavement inspector will perform QC on the RoadTRIP™ output to confirm the distresses and severity of the pavement condition data collected by the automated technology. This manual quality review is performed, in accordance with the principles of the ASTM D6433 standard, using the LCMS pavement images gathered during collection with the distresses superimposed and color-coded (see below). Each detailed 20-foot LCMS sample is geocoded for real world distress location identification. In addition, the 20-foot level distress data is processed at the 2,500 sq.ft. sample size per ASTM D6433 protocols. This results in a localized failure heatmap deliverable of all samples with distress densities that are geotagged and available in the mapping interface. City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 13 Linkage of Pavement Evaluation Data and Digital Images QES staff will develop GIS shapefiles showing the management section PCI values which will then be linked to the existing City GIS database. A file geodatabase will be delivered that includes a hyperlink to the 5-views of processed imagery (ROW and pavement) via an external hard drive. Task 6. Pavement Management Program Report Dr. Nobakht will create StreetSaver PCI summary reports for the City in an Excel file and a GIS Shapefile format. The reports will detail the section PCI, the distribution of distress types and the overall City-wide average PCI. We will also include a description of the data quality management that occurred, with information on QA sites and repeatability sites. In order to produce an expected pavement condition report, QES staff will review the StreetSaver deterioration curves and ensure that the most appropriate models are used for each functional classification and roadway type. Once the StreetSaver PCI predictions are developed, QES will utilize a more manual process based on field notes and photos to identify sections will poor drainage conditions, excessive utility cuts, etc. in developing a seven-year plan. Dr. Nobakht will work closely with City staff defining functional classifications based on traffic volume and street type to optimize the performance predictions. Dr. Nobakht will also work with the City to compile the historical M&R treatments into the StreetSaver database. Dr. Nobakht is experienced in identifying the proper treatment type to specify in StreetSaver to ensure the applied treatment is modelled correctly, resulting in accurate prediction of PCI values. Mr. Frith and Dr. Nobakht will assist the City with the development of a policy for the application of the M&R treatments as defined in the decision tree to include budgetary considerations. It is important to understand that the PMS is a network-level evaluation, and the M&R treatments designated in the decision tree may or may not be the actual treatment utilized when the project level treatment selections are made. StreetSaver uses a decision tree to model the decision- making process that agencies follow to select an M&R strategy. The decision tree contains "branches" for each functional classification, surface type, and condition category. The QES project team will discuss the current M&R treatments used by the City and other potential processes that might not have been considered. Current costs for all selected M&R treatments will be included. The project team will add treatments with corresponding cost information to the database, which can be used in the development of a decision tree. Dr. Nobakht will develop management and financial plans using the historical and projected annual funding level over a period of seven years. A needs analysis will be completed, identifying all treatment needs regardless of budget. Treatments and costs will be summarized by segment and totaled for each year and over the entire analysis period. Additionally, budget and target driven scenarios will be developed for several conditions, to be determined by the City. Typical scenarios include: • Estimated future budget based on current budget and historical trends • Annual budget amount required to maintain the current network wide average PCI • Annual budget amount needed to increase the network wide average PCI ratings to 70- 75 • Annual Budget amount required to improve all streets to a minimum PCI level of 65 City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 14 We will also conduct deferred maintenance analyses for each budget scenario. This involves assessing how the maintenance cost changes as a result of a backlog of M&R treatments that are postponed for a specific period of time. Finally, a priority listing of pavements in order of best to worst PCI will be produced and when combined with the updated decision trees, the priority projects will be identified based on a cost- benefit analysis of individual strategies using current condition, traffic volumes, funding levels and targets for backlog levels and future maintenance needs. Our team is very experienced in the pavement maintenance field and have recently completed multiple research studies addressing the cost-benefit of various surface treatments, as well as developing construction and material specifications for recycling and reclamation methods. QES will survey local contractors and other agencies in determining realistic unit cost data for each treatment. The impact of budget scenarios on the pavement condition and the selection of street sections for treatments will be demonstrated through GIS maps and will be included in a Pavement Management Program (PMP) draft report which will be provided to the City. The PMP draft report will contain the following sections: 1. Title Page 2. Table of Contents 3. List of Tables 4. List of Figures 5. List of Appendices 6. Executive Summary 7. Statement of Study Objectives 8. Methodology of Study and Analysis 9. StreetSaver PCI Summary Report 10. PCI Distribution by Functional Classification 11. PCI Distribution by Percent Area of Network 12. Network PCI Comparison with Surrounding Agencies 13. Funding sources and needs to reach target PCI=s over the next 15 years 14. Five-Year Management and Financial Plans for current funding levels 15. Five-Year Management and Financial Plans for additional funding levels 16. Map of Inspected PCI by Section 17. Map of Proposed Treatment by Section 18. Pavement Management Practices 19. Recommendations 20. Quality Management Plan The draft PMP report will be submitted to City personnel in electronic format for review. Mr. Frith and Dr. Nobakht will address all comments and corrections to the PMP report suggested by the City. Once addressed, QES will develop a full-color, professional quality final report to be delivered to the City. The electronic version will be provided through SharePoint or Dropbox. In addition, you will have access to the updated StreetSaver pavement management database online. City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 15 Task 7. Training QES will develop City-specific training materials and provide up to three days of on-site StreetSaver software training. The training will be divided into various training modules and will cover general aspects of pavement management, as well as operation of the software. The following modules may be included: • Pavement section inventory and inspection data entry/editing • PCI calculations and updates • Standard and custom report generation • Maintenance and rehabilitation history • GIS updates • Decision tree creation • Budget needs and budget optimization analyses • Overall database management and best practices We will use this hands-on training as an opportunity to update the City’s existing software database to reflect pavement work completed over the past three years, incorporating the most current data into the database. Task 8. Presentation QES will develop an executive summary in PowerPoint under the direction of City staff, which includes a brief background of the process required to generate a reliable PMP, a summary of the City’s pavement network, current inventory and PCI report, discussion on the development of the decision tree, a summary of the benefit/cost analysis, the proposed seven-year maintenance program, and the implementation steps for the full program, showing when each street will receive treatments in the coming years. As requested, the executive summary will include modeling and comparison budget scenarios as well as strategies and recommendations for the City’s PMP, including preventative maintenance schedules. Dr. Nobakht or Mr. Frith will be available to present the information to City personnel and/or elected officials during or after normal business hours as requested and will be prepared to answer questions during the presentation. City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 16 Sub-consultants We have teamed with Roadway Asset Services, LLC (RAS) who owns four state-of-the-art 3D Pavement Condition Survey Systems using LCMS-2 technology to deliver the highest quality outcomes to the City. RAS will support the QES team with the following tasks: • Field setup and GPS network creation • Inventory, inspection, and evaluation of existing routes (test miles) • Pavement condition inspection and evaluation (test miles) • Pavement widths verification (lane miles) • Virtual RAS verification/review of pilot data set (10 miles) • Data verification: classification, surface type and lanes (lane miles) RAS is an engineering firm (License #: F-22104) headquartered in Austin, Texas with regional offices in Phoenix, Arizona. The RAS team has extensive experience rating pavement objectively via the 100% continuous linear coverage approach, conducting pavement data processing, performing in- depth QA/QC measures, analyzing pavement conditions, running cost-benefit analysis scenarios and deferred maintenance scenarios, creating final reports, and bulk import of data to the StreetSaver pavement management software. RAS offers comprehensive experience and subject matter expertise in the fields of engineering, surveying, asset management, transportation planning, and GIS. Since its establishment on July 13, 2020 (5th year in business) as a Limited Liability Company, RAS has obtained approximately 150 contracts from transportation agencies for pavement condition surveys, ROW asset inventories, and data analysis. RAS is a Silver ESRI Business Partner with a leadership team composed of seasoned pavement management professionals who bring over a combined 150 years of experience in pavement condition survey management. RAS has been involved in pavement condition and ROW asset surveys for agencies of similar size across the country including: • Banning, CA • Elk Grove, CA • Sedona, AZ • Gilbert, AZ • Lincoln, NE • Menifee, CA • PAG, AZ • Yuma County, AZ • Coconino County, AZ • West Jordan, UT • Rancho Palos Verdes, CA • Prescott, AZ • Pima County, AZ • Farmington, NM • Salt Lake City, UT RAS brings unique experience in coordinating pavement condition data collection and evaluation. Resumes for RAS key personnel who will contribute to this project are provided on the following pages. City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 17 City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 18 City of Diamond Bar, California Pavement Management Program Update Quality Engineering Solutions, Inc. 19 Sample of Consultant’s Quality of Work A complete, recent Pavement Management Report, prepared by the QES team is provided in Appendix A. References Three references for relevant projects completed within the last five years are provided below. County of Yolo, California – 05/30/2023 to 03/31/2024 Marvin Dinozo, Assistant Engineer Department of Community Services Public Works Division (530) 666-8034 | marvin.dinozo@yolocounty.org Bay Area Metropolitan Transportation Commission – April 2020 to March 2021 Sui Tan, P.E., Program Manager Metropolitan Transportation Commission (415) 778-5244 | stan@bayareametro.gov Cathi Zammit, Engineering Manager City of San Mateo (650) 522-7306 | czammit@cityofsanmateo.org Seattle Department of Transportation – 07/15/2022 to 07/31/2023 Benjamin Hansen, PE, Project Manager Maintenance, and Operations (206) 684-5304 | benjamin.hansen@seattle.gov Certificate of Insurance QES takes no exception to any provisions contained in the City’s Professional Services Agreement and is prepared to sign the contract if selected by the City. A copy of our current Certificate of Insurance is located in Appendix B. If necessary, QES will obtain the City’s most current required levels of coverage upon notice of award. APPENDIX A SAMPLE REPORT Town of Windermere Pavement Management Plan Update Submitted to: Town of Windermere 614 Main Street Windermere, FL 34786 Submitted by: Quality Engineering Solutions, Inc. 405 Water Street P.O. Box 3004 Conneaut Lake, PA 16316 February 23, 2024 i TABLE OF CONTENTS Page DEFINITIONS ............................................................................................................................................. iii EXECUTIVE SUMMARY .......................................................................................................................... 1 BACKGROUND .......................................................................................................................................... 3 PURPOSE ..................................................................................................................................................... 3 NETWORK DESCRIPTION AND EXISTING PAVEMENT CONDITION ............................................. 3 PAVEMENT MANAGEMENT DECISION TREES .................................................................................. 8 BUDGET NEEDS ...................................................................................................................................... 10 BUDGET SCENARIOS ............................................................................................................................. 11 Scenario 1 – Unconstrained (zero “deferred” maintenance) .................................................................. 12 Scenario 2 – Assumed Investment Level ................................................................................................ 13 Scenario 3 – Maintain Current PCI ........................................................................................................ 14 Scenario 4 – Do Nothing ........................................................................................................................ 15 DISCUSSION AND RECOMMENDATIONS .......................................................................................... 16 20-YEAR REHABILITATION STRATEGY ............................................................................................ 17 REFERENCE .............................................................................................................................................. 18 APPENDIX A – A LISTING OF TOWN’S SECTIONS INVENTORY APPENDIX B – EXAMPLES OF PAVEMENT DISTRESS IMAGES APPENDIX C – DISTRESS SUMMARY REPORT APPENDIX D – PCI SECTION CONDITION MAP & REPORT APPENDIX E – LOCALIZED DISTRESS MAINTENANCE SUMMARY APPENDIX F - UNCONSTRAINED BUDGET ANALYSIS RESULTS APPENDIX G – CURRENT BUDGET ($400K) ANALYSIS RESULTS APPENDIX H – MAINTAIN CURRENT PCI BUDGET ANALYSIS RESULTS APPENDIX I – 20-YEAR REHABILITATION STRATEGY ii LIST OF FIGURES Page Figure 1. Street Surface Type, Asphalt Concrete (AC), Brick (BR), Unpaved (GR) and Portland Cement Concrete (PCC) ........................................................................................................................ 4 Figure 2. Functional Classification of the Town Streets ....................................................................... 5 Figure 3. Pavement Condition Categories ............................................................................................. 7 Figure 4. Percent of Sections by Condition Category as of August 2023.............................................. 7 Figure 5. Color-Coded Map of Current Network PCI Conditions as of August 2023 ........................... 8 Figure 6. Average Age of the Pavement Surface by Functional Classification ..................................... 8 Figure 7. Maintenance Year & PCI after Treatment – Scenario 1 ....................................................... 13 Figure 8. Maintenance Year & PCI after Treatment – $400K Annual Budget .................................... 14 Figure 9. Maintenance Year & PCI after Treatment – Scenario 3 ....................................................... 15 Figure 10. Maintenance Year & PCI after Treatment – Scenario 4 ..................................................... 16 Figure 11. An Example of Pavement Performance Curve ................................................................... 17 LIST OF TABLES Table 1. Street Network Statistics and Average PCI by Functional Class and Pavement Type ............ 5 Table 2. Maintenance and Rehabilitation Costs Applied in the Decision Tree ................................... 10 Table 3. Summary of Results from PAVER Budget Analysis ............................................................ 11 Table 4. Summary of Results from Scenario 1 .................................................................................... 12 Table 5. Summary of Results from the Annual Budget of $400K ....................................................... 13 Table 6. Summary of Results from Scenario 3 .................................................................................... 14 Table 7. Summary of Results from Scenario 4 .................................................................................... 15 Table 8. Summary of Results from 20-Year Rehabilitation Strategy .................................................. 18 iii DEFINITIONS The pavement condition index, or PCI, is a measurement of the health of the pavement network or condition and ranges from 0 to 100. A newly constructed street would have a PCI of 100, while a failed street would have a PCI of 10 or less. The PCI is calculated based on pavement distresses identified in the field. Network is defined as a complete inventory of all streets and other pavement facilities in which the Town has jurisdiction and maintenance responsibilities. To facilitate the management of streets, they are subdivided into management sections identified as a segment of street, which has the same characteristics. Rank refers to the functional classification of a road section. The designation ‘B’ signifies an arterial street, ‘C’ is a collector street, and ‘E’ is a residential street. Arterial Street carries the major portion of trips entering and leaving the urban area, as well as the majority of through movements desiring to bypass the central Town. In addition, significant intra-area-travel such as between central business districts and outlying residential areas exists in the system. Collector Street provides land access service and traffic circulation within residential neighborhoods, commercial, and industrial areas. It differs from the arterial system in that facilities on a collector system may penetrate residential neighborhoods. Residential Street comprises all facilities not classified as arterial or collector. It serves primarily to provide direct access to abutting land and access to the higher systems. Preventive Maintenance refers to repairs applied while the pavement is in “satisfactory” condition. Such repairs extend the life of the pavement at relatively low costs and prevent the pavement from deteriorating into conditions requiring more expensive treatments. Preventive maintenance treatments include slurry seals, crack sealing, and deep patching. Treatments of this sort are applied before pavement deterioration has become severe. Stop Gap refers to the dollar amount of repairs applied to maintain the pavement in a serviceable condition (e.g., pothole patching). These repairs are a temporary measure to stop resident complaints, and do not extend the pavement service life. Stop gap repairs are directly proportional to the amount of deferred maintenance. Money spent on stop gap repairs are often taken from preventive maintenance budgets. Major Above Critical refers to major rehabilitation applied while the sections PCI is above 55. Such repairs extend the life of the pavement at much higher costs than Preventive Maintenance but increase the sectional PCI to 100. Major rehabilitation at a PCI greater than 55 typically requires milling and resurfacing of the section. Major Below Critical refers to major rehabilitation applied while the sections PCI is below 55. Such repairs extend the life of the pavement at much higher costs than Preventive Maintenance iv but increase the sectional PCI to 100. Major rehabilitation at a PCI less than 55 could indicate milling and resurfacing or possibly complete reconstruction of the section if warranted. Do Nothing means that this section is not a priority, and no preventive or major rehabilitation should be done on this section unless additional funding becomes available. Deferred Maintenance refers to the dollar amount of maintenance and rehabilitation work that should have been completed to maintain the street in “satisfactory” or better condition but had to be deferred due to funding deficiencies for preventative maintenance and/or pavement rehabilitation programs. The actual repairs that are being deferred are referred to as a “backlog.” Area Weighted Average is an average in which the area of each section is averaged to assign a weight. These weightings determine the relative importance of each section to the overall average. 1 EXECUTIVE SUMMARY Quality Engineering Solutions, Inc. (QES) updated a PAVER pavement management system for the Town of Windermere, Florida. The Town owns approximately 23.5 miles of streets, of which 64% are paved and 36% are unpaved. All streets were inventoried and added to the PAVER database, although condition assessments were only completed on the asphalt and concrete surfaced streets. The Town’s paved street network replacement value is estimated at $11.9 million. This represents a significant asset for Town officials to manage. This asset valuation is assessed by the assumption of replacing the pavement for the entire street network at current construction costs. Based upon the field condition surveys completed, the average overall network PCI of the Town’s paved street network was 77 as of August 2023, which indicates that the street network is in ‘Satisfactory’ condition. This network condition does not include unpaved or brick sections as they were not surveyed. Contained within the report are four different budget scenarios, each run for a five-year period. The following reports were developed: 1. Unconstrained (zero “deferred” maintenance) — This scenario shows the effects of implementing the ideal investment strategy (as recommended by PAVER). Because it is more cost-effective to eliminate the deferred maintenance backlog as quickly as possible, the bulk of the maintenance needs are addressed in the first year of the five-year program raising the PCI to 93. The ideal preventive maintenance split for each year in the analysis period was determined by PAVER. 2. Assumed Investment Level — An annual budget of $400 thousand was analyzed to evaluate the effect of the assumed current investment level on the pavement condition. A 5% preventive maintenance split was used. Stop gap (that is, safety related maintenance) costs are taken from preventive maintenance funds. 3. Maintain Current PCI — In order to maintain the current PCI level at 77, multiple iterations were performed in PAVER to determine the required budget. The result indicated that a five-year total of $1.63 million is needed, with $1.3 million for rehabilitation, and $330 thousand for preventive maintenance and stop gap funding. 4. Do Nothing — If no maintenance or rehabilitation is applied over the next five years, the condition of the network will deteriorate to an overall PCI of 66 and the maintenance backlog will increase significantly from $1.8 million to $4.5 million in 2027. Of the various maintenance and funding options considered, the ideal strategy for the Town of Windermere is presented in Scenario 1, with a five-year expenditure total of $2.4 million. This budget plan improves the network PCI to an optimal level of 89 at the end of 2027 and eliminates the entire deferred maintenance backlog in the first year. However, the amount of funds required in the first year, approximately $2 million, likely makes this strategy unrealistic 2 for the Town of Windermere. This scenario can, however, be used as a base line for comparing other scenarios. An annual budget of $400 thousand was analyzed under Scenario 2 and indicated that the network PCI would increase to about 80 (PCI value after treatment) at the end of five-year period, which indicates the current investment level is sufficient to prevent the deterioration of the current pavement condition. The percentage of street networks falling in the ‘Poor’ or worse category will increase from 11% in 2023 to 12% in 2027. The assumed funding level is sufficient to maintain the overall condition of the street network in ‘Satisfactory’ category over the next five years. PAVER provides a network level approach which can be further enhanced by applying engineering judgement. As indicated by the data reports, it appears as though the Town is on target to maintain the network system in the ‘Satisfactory’ category over the next 20 years. 3 BACKGROUND QES was selected to update a Pavement Management System (PMS) for the Town of Windermere by using the PAVER PMS software. QES completed a manual inspection of pavement distresses through sampling process on about 15 and 0.2 miles of asphalt and concrete surfaced pavements, respectively. Section segments were initially based upon an intersection-to- intersection definition and later reviewed in the field. This resulted in 214 pavement sections being identified. The listing of the Town’s sections inventory is summarized in Appendix A. All inspections were completed in February 2023 following ASTM D6433 “Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys” (1). The implementation utilized PAVER version 7.1.1. Distress data was entered into the PAVER system to calculate the Pavement Condition Index (PCI). The unit cost of maintenance and repair (M&R) activities was updated in the software based on historical cost data received from the Town of Windermere. Historical work plans, provided by the Town, were imported, and maintenance decision tree treatments were adjusted to reflect current pavement maintenance practices. This information was then used to conduct a budget analysis of $400,000 over a five-year period and develop a work plan recommendation. PURPOSE This report is intended to assist the Town with identifying street maintenance priorities specific to its current conditions and budget levels. The report evaluates the overall condition of the street network and highlights the impacts of current funding level on the network pavement condition. The PAVER version 7.1.1 pavement management software was used for this evaluation. The intent of this program is to develop a maintenance strategy that will improve the overall condition of the street network to an optimal Pavement Condition Index (PCI) and to maintain it at that level. In this report, we used area weighted averages to calculate the network PCI where the total square footage was used to determine each section’s proportional impact on the network PCI. PAVER maximizes the return from expenditures by recommending a multi-year street maintenance and rehabilitation plan based on the most cost-effective repairs available. A comprehensive preventative maintenance (PM) program is a critical component of this plan, as these PM treatments extend the life of good pavements at a much lower cost than rehabilitation or reconstruction treatments. NETWORK DESCRIPTION AND EXISTING PAVEMENT CONDITION As illustrated in Figure 1, the Town streets are comprised of a mixture of unpaved, brick, Portland cement concrete (PCC), and asphalt concrete (AC) surfaced streets. Each of these streets was also identified with a functional classification of arterial, collector, or residential, as shown in Figure 2. The Town of Windermere is responsible for the repair and maintenance of approximately 24 centerline miles of streets, which have been divided into 214 pavement management sections. A pavement management section is a pavement with the same pavement structure and traffic patterns. We have generally divided the street network by blocks in the assignment of the 4 management sections. Table 1 provides a summary of the length and management sections for each functional class and surface type as well as the breakdown of network PCI at the time of inspection in February 2023 and the current condition in August 2023. The Town’s paved street network replacement value is estimated at $11.9 million. This represents a significant asset for Town officials to manage. This asset valuation is assessed by the assumption of replacing the pavement for the entire street network at current construction costs. Figure 1. Street Surface Type, Asphalt Concrete (AC), Brick (BR), Unpaved (GR) and Portland Cement Concrete (PCC) 5 Figure 2. Functional Classification of the Town Streets Table 1. Street Network Statistics and Average PCI by Functional Class and Pavement Type Functional Class Pavement Type Total Sections Total Centerline Miles Inspection PCI (02/04/2023) Current PCI (8/30/2023) Arterial Asphalt 33 3.9 76 75 PCC 2 0.1 92 91 Brick 3 0.2 - - Collector Asphalt 10 1.5 80 78 Residential Asphalt 60 9.9 84 78 PCC 1 0.1 58 56 Brick 3 0.1 - - Gravel 102 8.1 - - Overall Network PCI 81 77 *Does not include Gravel, Brick, or Private sections in calculation QES staff conducted a manual condition survey through sampling process following the ASTM D6433 “Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys” (1). ASTM D6433 outlines a systematic approach for conducting pavement condition index (PCI) surveys, which involves visual inspections and data collection on various distress types for different pavement types. The PCI survey assesses the condition of pavements and assigns a numerical score that reflects their overall state. ASTM D6433, which is adopted by PAVER 6 software for PCI calculation, categorizes pavements into two main types: Flexible Pavements (AC) and Rigid Pavements (PCC). For each pavement type, the standard identifies specific distress types that should be surveyed. These distress types are categorized into two main groups: load-related and climate/durability-related distresses. The load related distresses refer to the type of pavement distresses that are primarily caused by the repetitive loading from traffic, and include examples such alligator cracking, rutting and edge cracking in flexible pavements and corner break, divided slab and linear cracking in rigid pavements. The climate/durability-related distresses pertain to the types of pavement damage that are primarily influenced by climatic conditions. These distresses result from the effects of weather, temperature fluctuations, precipitation, freeze-thaw cycles, and exposure to environmental factors. Examples include weathering, block cracking, and longitudinal/transverse cracking in flexible pavements and joint spalling and joint seal damage in rigid pavements. Appendix B presents examples of load-related, and climate/durability-related distresses observed in the Town of Windermere survey. ASTM D6433 assigns deduct values to each distress type to account for their impact on pavement performance. These deduct values reflect the reduction in service life or structural capacity of the pavement, and they vary depending on the severity of the distresses. ASTM D6433 provides graphs of deduct values for different distress types and severity levels (1). The final deduct value for each section is adjusted based on the number of distress types reported for the section and their individual deduct values, using a specific formula. The Pavement Condition Index (PCI) for each section is calculated by subtracting the final deduct value from 100. Appendix C provides a summary of distress types observed for each section of the Town of Windermere’s network, along with their severity level, distress quantity, distress mechanism (i.e., load vs climate related), and deduct values. Additionally, it presents the percentage contribution of each distress mechanism to the PCI score of a pavement section in columns labeled as “PCI Pct Climate,” “PCI Pct Load,” and “PCI Pct Others.” The latter refers to distress types that are neither load nor climate-related, such as patching/utility cuts and bleeding. Furthermore, Appendices D presents a color-coded map of network PCI as well as a section-by- section listing of the network condition at the time of inspection in February 2023, referred to as the Inspection PCI and the current condition predicted as of August 2023. Based upon the field condition surveys, the average overall network PCI of the Town’s paved street network is 77 as of August 2023, which indicates that the street network is in ‘Satisfactory’ condition. This network condition does not include unpaved or brick sections as they were not surveyed. The typical definitions of pavement condition categories are based upon the PCI value and are defined as identified in Figure 3. The PCI is a measurement of pavement condition that ranges from 0 to 100. A newly constructed or overlaid street would have a PCI of 100, while a failed road (requiring complete reconstruction) would have a PCI under 10. 7 PCI RangeCondition Failed 86 - 100 71 - 85 56 - 70 41 - 55 26 - 40 11 - 25 0 - 10 Good Satisfactory Fair Poor Very Poor Serious Figure 3. Pavement Condition Categories Figure 4 presents the pavement condition categories of the network as of August 2023. As shown, 65% of the network falls into the ‘Satisfactory’ or better condition category, 24% are considered ‘fair,’ while 11% of the network falls into the ‘Poor’ or worse condition category. This is also illustrated graphically in Figure 5 as a color-coded map of the current network PCI conditions. The average age of the pavement surface by functional class is provided in Figure 6. For sections with no known historical information, an assumed construction date of January 1, 1985, was used to calculate the age of the pavement. 52% 13% 24% 8% 2%0%1% Good Satisfactory Fair Poor Very Poor Serious Failed Figure 4. Percent of Sections by Condition Category as of August 2023 8 Good 925,619 SF Satisfactory 229,689 SF Fair 429,301 SF Poor 141,206 SF Very Poor 37,372 SF Serious -0 SF Failed 17,311 SF Unpaved Roads Figure 5. Color-Coded Map of Current Network PCI Conditions as of August 2023 AVG AGE = 15 AVG AGE = 9AVG AGE = 34 Average Pavement Age at Time of Inspection (Yrs) Arterial Collector Residential Figure 6. Average Age of the Pavement Surface by Functional Classification PAVEMENT MANAGEMENT DECISION TREES Based upon the current pavement condition, maintenance and rehabilitation options are selected using a series of decision trees. A decision tree utilizes the known information, such as roadway type, surface type, and current conditions and then determines a representative maintenance or rehabilitation treatment for that section. It is important to remember that the decision trees are 9 utilized on a network level basis primarily for determining budgetary needs and may not entirely represent the actual project level work that would be most appropriate. The decision trees were developed to model the Town’s current pavement maintenance and rehabilitation efforts. The prices used in the decision tree are documented in Table 2. For the asphalt rehabilitation cost, the latest estimate of current pricing based upon cost information pulled from recent bid tabulations in the Town area was used. For other possible costs, such as reconstruction, slab replacement, patching, shoulder leveling, sealing, and grinding, we have raised the unit cost that was utilized in the 2016 PMS project by 3% to accommodate for inflation. After updating the decision tree, we generated a work plan that identified preventive and stop gap treatments for street sections based on localized distress that was identified in the pavement inspection. This work plan is useful if leftover or additional funding becomes available that won’t be used for major rehabilitation. The Localized Distress Maintenance Summary is detailed in Appendix E. 10 Table 2. Maintenance and Rehabilitation Costs Applied in the Decision Tree M&R Category M&R Type Cost Units Localized Stopgap and Preventive Crack Sealing 1.03 $/SqFt Localized Stopgap and Preventive Grinding (localized) 4.12 $/Ft Localized Stopgap and Preventive Joint Seal 1.54 $/Ft Localized Stopgap and Preventive Patching – AC Deep 7.21 $/SqFt Localized Stopgap and Preventive Patching – AC Leveling 1.24 $/SqFt Localized Stopgap and Preventive Patching – AC Shallow 4.64 $/SqFt Localized Stopgap and Preventive Patching – PCC Full Depth 25.75 $/SqFt Localized Stopgap and Preventive Patching – PCC Partial Depth 7.21 $/SqFt Localized Stopgap and Preventive Shoulder Leveling 1.24 $/Ft Localized Stopgap and Preventive Slab Replacement 15.45 $/SqFt Major Rehabilitation New Construction - AC 6.70 $/SqFt Major Rehabilitation New Construction - PCC 9.27 $/SqFt Major Rehabilitation Complete Reconstruction - AC 6.70 $/SqFt Major Rehabilitation Complete Reconstruction - PCC 10.30 $/SqFt Major Rehabilitation Cold Mill and Resurface – 1.5 inches 2.73 $SqFt BUDGET NEEDS Based on the principle that it costs less to maintain streets in good condition than those in poor, the PMS strives to develop a maintenance strategy that will first improve the overall condition of the network to an optimal PCI somewhere between the low and mid-80s, and then sustain it at that level. Although the overall PCI for the Town’s street network is 77, which is in the ‘Satisfactory’ condition category, some areas of the network suffer from age and load-related distress. In addition, current funding strategies suggest that there is a $2 million deferred maintenance backlog in the first year of the scenario as indicated by the first-year rehabilitation expenditures in the unlimited budget scenario. If these issues are not addressed, the quality of the street network will inevitably decline. To correct these deficiencies, a cost-effective funding and maintenance and rehabilitation strategy must be implemented. The first step in developing a cost-effective maintenance and rehabilitation strategy is to determine, assuming unlimited revenues, the maintenance “needs” of the Town of Windermere’s Street network. In determining relative budget scenarios over a five-year period, a representative inflation rate must be chosen to be used in the analysis. The inflation rate describes the rate of change of prices especially in relation to the construction cost index where a positive inflation rate indicates a loss in purchasing power over time and a negative inflation rate indicates an increase in purchasing power. Purchasing power simply describes the number of goods or services that can be purchased with a unit of currency. 11 QES, having reviewed the current construction cost index as well as the national inflation rate, determined that an inflation rate of 3% would best represent the annual decrease in purchasing power over the next five years. Street maintenance needs are estimated at $2.4 million over the next five years as shown in Table 3. If the Town follows the strategy recommended by the program, the average network PCI will increase to 93 in the first year and drop no lower than 89 at the end of five years. If, however, current pavement maintenance funding is exhausted and little or no maintenance is applied over the next five years, already distressed streets will continue to deteriorate, and the network PCI will drop. The results of the PAVER budget analysis are summarized in Table 3. Table 3. Summary of Results from PAVER Budget Analysis Year PCI Treated PCI Untreated Preventive Maintenance (PM) Cost Major Rehabilitation Cost Total Cost 2023 93 77 $22,479 $1,942,214 $1,964,693 2024 91 75 $29,790 $0 $29,790 2025 90 72 $34,401 $40,412 $74,813 2026 90 69 $29,698 $179,242 $208,939 2027 89 66 $27,441 $133,893 $161,334 %PM PM Total Cost Rehabilitation Total Cost Total Cost 5.8% $143,807 $2,295,762 $2,439,569 Table 3 shows the level of expenditure required to raise the Town’s pavement condition to an optimal network PCI of 89 at the end of 2027 and eliminate the current maintenance and rehabilitation backlog. The results of the PAVER budget analysis represent the ideal funding strategy recommended by PAVER. Of the $2.4 million in maintenance and rehabilitation needs shown, approximately $143 thousand or 5.9% is earmarked for preventive maintenance or life- extending treatments, while the remaining $2.3 million or 94.1% is allocated for more costly rehabilitation and reconstruction treatments. BUDGET SCENARIOS Having determined the M&R needs of the Town’s street network, the next step in developing a cost-effective M&R strategy is to conduct “what-if” analyses. Using the M&R Work Planning module, the impact of various budget scenarios was evaluated. The program projects the effects of the different scenarios on PCI. By examining the effects on these indicators, the advantages and disadvantages of different funding levels and maintenance strategies become clear. For the purpose of this report, the following scenarios were run over a five-year period. 1. Unconstrained (zero “deferred” maintenance) — This scenario shows the effects of implementing the ideal investment strategy (as recommended by PAVER). Because it is more cost-effective to eliminate the deferred maintenance backlog as quickly as possible, the bulk of the maintenance needs are addressed in the first year of the five-year program raising the PCI to 93. The ideal preventive maintenance split for each year in the analysis period was determined by PAVER. 12 2. Assumed Investment Level — An annual budget of $400,000 was analyzed to evaluate the effect of the assumed current investment level on the pavement condition. A 5% preventive maintenance split was used. Stop gap (that is, safety related maintenance) costs are taken from preventive maintenance funds. 3. Maintain Current PCI — In order to maintain the current PCI level at 77, multiple iterations were performed in PAVER to determine the required budget. The result indicated that a five-year total of $1.63 million is needed, with $1.3 million for rehabilitation, $197 thousand for preventive maintenance, and $128 thousand in stop gap funding. 4. Do Nothing — If no maintenance or rehabilitation is applied over the next five years, the condition of the network will deteriorate to an overall PCI of 66. The maintenance backlog will increase from $1.8 million in 2023 to 4.5 million in 2027. Scenario 1 – Unconstrained (zero “deferred” maintenance) This scenario shows the effects of implementing the ideal investment strategy (as recommended by PAVER). Because it is more cost-effective to eliminate maintenance backlog as quickly as possible, the bulk of the maintenance need is addressed in the first year of the five-year program, raising the PCI to 93. By 2027, 72% of the network falls into the ‘Good’ condition category. In the meanwhile, the maintenance backlog will be eliminated after the treatments applied in year one. A more realistic and practical method would be to spread the first-year rehabilitation recommendations over the first several years. The analysis results of this scenario are shown in both Table 4 and Figure 7 and the detailed budget scenario results are provided in Appendix F. The PCI Before and PCI After columns in Appendix F show the section PCI before and after an M&R activity. Table 4. Summary of Results from Scenario 1 Item Budget Year 2023 2024 2025 2026 2027 Total Budget $ 1,964,693 $ 29,790 $ 74,813 $ 208,939 $ 161,334 Rehabilitation* $ 1,942,214 $0 $ 40,412 $ 179,242 $ 133,893 Preventive Maintenance $ 22,479 $ 29,790 $ 34,401 $ 29,698 $ 27,441 PCI after Treated 93 91 90 90 89 *Including both major above critical and major below critical rehabilitation. Please refer to the DEFINITION section on page iii for the description. 13 Figure 7. Maintenance Year & PCI after Treatment – Scenario 1 Scenario 2 – Assumed Investment Level An assumed annual budget of $400,000 was analyzed to evaluate the effect of the current investment level on the pavement condition. Under this budge scenario, the network PCI will increase from the current level of 77 to 80 (after treated value) after five years. The above analysis indicates that an annual budget level of $400,000 will lessen the deterioration of the current pavement condition and the maintenance backlog will increase slightly in the next 5 years. Table 5 and Figure 8 summarize the results from Scenario 2. Detailed budget scenario results are provided in Appendix G. Table 5. Summary of Results from the Annual Budget of $400K Item Assumed Annual Budget - $400,000 2023 2024 2025 2026 2027 Total Budget $389,638 $386,541 $384,156 $380,509 $370,973 Rehabilitation* $373,787 $370,789 $364,206 $365,016 $355,619 Preventive Maintenance $2,658 $969 $3,054 $2,858 $784 Stop Gap $13,193 $14,783 $16,897 $12,635 $14,570 PCI after Treated 81 81 81 80 80 PCI before Treated 77 79 79 79 78 *Including both major above critical and major below critical rehabilitation. Please refer to the DEFINITION section on page iii for the description. 14 Figure 8. Maintenance Year & PCI after Treatment – $400K Annual Budget Under this budge scenario, the network PCI will increase from the current level of 77 to 80 and remain almost the same over the next five years, indicating that the assumed investment level can effectively prevent the deterioration of the current pavement condition. The assumed funding level is sufficient to maintain the overall network condition in ‘Satisfactory’ over the next five years. Scenario 3 – Maintain Current PCI This scenario shows what the budget level must be to maintain the street network PCI at the current level of 77 over the five-year period. Under this scenario, a total of $1.6 million is needed, with $1.3 million for rehabilitation and $330 thousand for preventive and stop gap maintenance. The annual budget to maintain the current PCI will vary around $320 thousand for the next five years. By the year 2027, 55% of the network will fall into the ‘Good’ condition category while 12% of the network will fall into the ‘Poor’ or worse condition. Table 6 and Figure 9 summarize results from Scenario 3. Detailed budget scenario results are provided in Appendix H. Table 6. Summary of Results from Scenario 3 Item Budget Year 2023 2024 2025 2026 2027 Total Budget $327,768 $322,941 $328,446 $306,639 $324,441 Rehabilitation $267,669 $262,835 $272,927 $247,879 $255,450 Preventive Maintenance $46,928 $45,316 $38,169 $34,721 $32,691 Stop Gap Maintenance $13,172 $14,790 $17,350 $24,039 $36,300 PCI after Treated 81 81 80 79 79 PCI before Treated 77 78 78 77 77 15 Figure 9. Maintenance Year & PCI after Treatment – Scenario 3 Scenario 4 – Do Nothing Under this scenario, there will be no pavement maintenance work and the network PCI will decrease year by year. The network PCI will decrease from the current level of 77 to 66 after five years. In the meantime, the maintenance backlog will increase significantly from $1.8 million to $4.5 million in 2027. By 2027, only 18% of the network will be in the ‘Good’ condition category, while 39% of the network will fall into the ‘Poor’ or worse condition. Table 7 and Figure 10 summarize the results from Scenario 4. Table 7. Summary of Results from Scenario 4 Item Budget Year 2023 2024 2025 2026 2027 Total Budget $0 $0 $0 $0 $0 Rehabilitation $0 $0 $0 $0 $0 Preventive Maintenance $0 $0 $0 $0 $0 PCI after Treated 77 75 72 69 66 16 Figure 10. Maintenance Year & PCI after Treatment – Scenario 4 DISCUSSION AND RECOMMENDATIONS Of the various maintenance and funding options considered, the ideal strategy for the Town of Windermere is presented in Scenario 1, with a five-year expenditure total of $2.5 million. Not only does this budget plan improve the network PCI to an optimal level of 89, but it also eliminates the entire deferred maintenance backlog in the first year. However, the amount of funds required in the first year, approximately $2 million, likely make this strategy unrealistic for the Town. Under the assumed annual budget of $400 thousand, the network PCI is anticipated to increase to about 80 (after treated) over the next five years, indicating the assumed investment level can effectively prevent the deterioration of the current pavement condition. The percentage of the street network falling in the ‘Poor,’ ‘Very Poor,’ ‘Serious,’ and ‘Failed’ category will increase from 11% in 2023 to 12% in 2027. The assumed funding level is sufficient to maintain the overall condition of the street network in ‘Satisfactory’ category over the next five years. A typical pavement performance curve is illustrated in Figure 11. As indicated, the farther down the curve a pavement condition falls, the more rapidly the deterioration will be. Therefore, as the Town’s streets hit the fair condition, they will more quickly drop to poor or very poor, which is currently being experienced on many of the local roadways. 17 Figure 11. An Example of Pavement Performance Curve It is important to utilize the information in this report to find a scenario that best fits the Town’s current financial climate, while making best use of the allowable funds to maintain the streets that are in satisfactory or good condition. Nearly 9% of the residential streets are currently falling in the ‘Poor,’ to ‘Very Poor’, ‘Serious’ and ‘Failed’ condition and without major capital funding, this situation will not improve. In the absence of sufficient roadway funds, one scenario is that the residential streets in this category will need to be ignored, until they reach a true failure status, at which time the entire asphalt layer will be removed and rebuilt. Meanwhile, the available maintenance funds should be utilized primarily on the arterial and collector streets. In addition to performing cyclic pavement condition inspections, unit cost information for the applications of various maintenance and rehabilitation treatments should be updated annually in the ‘M&R Family Models.’ If this data is not kept current, the Town runs the risk of understating actual funding requirements to adequately maintain the street network. It is recommended that pavement condition information be updated every three years to keep the pavement management system current. 20-YEAR REHABILITATION STRATEGY PAVER provides a network level approach which can be further enhanced by applying engineering judgement. As indicated by the data reports, it appears as though some money should be set aside annually to enhance the residential streets as well as addressing the arterials and collectors. To maintain the system with a PCI value around the 70s, the Town will on average need to invest around $400,000 annually on major rehabilitation and preventive maintenance for the next 20 years. We ran the PAVER analysis to generate rehabilitation recommendations over the 20-year period and we adjusted it using engineering judgment to group sections by constructability. The results can be found below in Table 8 and the detailed project selection is provided in Appendix I. 18 Table 8. Summary of Results from 20-Year Rehabilitation Strategy Maintenance Year Number of Sections Total Area (Square Feet) Cost 2023 8 170,834 $367,864.72 2024 7 110,054 $335,456.40 2025 6 63,464 $267,105.84 2026 4 106,452 $540,382.75 2027 5 51,154 $327,285.02 2028 4 49,169 $298,534.92 2029 7 96,599 $421,626.14 2030 3 34,114 $152,398.29 2031 3 54,440 $442,983.77 2032 4 39,480 $264,822.10 2033 3 33,957 $166,203.86 2034 5 64,552 $338,700.27 2035 6 154,257 $638,938.87 2036 6 49,466 $292,277.55 2037 4 93,240 $357,442.35 2038 5 72,618 $409,087.39 2039 4 54,626 $378,569.85 2040 3 28,168 $211,267.28 2041 4 140,394 $660,590.66 2042 4 108,098 $440,938.56 20 Years 95 Sections 1,575,136 Sq Ft $7,312,476 Obviously, if funds are not available in one year, but double funds would be available in a second year, then twice the recommended annual miles could be completed in the second year, while no rehabilitations would be conducted in the first year. It is also assumed that over the 20- year period the remaining budget of $687 thousand will be utilized for preventive maintenance. One final suggestion is that PAVER can run scenarios that city officials may develop (other than those mentioned in this report) to predict PCI profile and condition prediction over multiple years. REFERENCE (1) ASTM D6433-20, Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys. APPENDIX A – A LISTING OF TOWN’S SECTIONS INVENTORY Sections Inventory NetworkID BranchID Branch Area SectionID From To Surface Type - Current Functional Class Section Length (F)Section True Area Windermere BAYMEADCT 11,206 10 CUL DE SAC PARK AVENUE AC Residential 560 11,206 Windermere BAYSHORDR 49,386 10 MAGUIRE RD CUL DE SAC AC Residential 2469 49,386 Windermere BESSIEST 22,003 10 E 8TH AV E 7TH AV GR Residential 451 10,829 Windermere BESSIEST 22,003 20 E 7TH AV E 6TH AV GR Residential 466 11,174 Windermere BUTLERST 66,074 10 W 7TH AV W 6TH AV GR Residential 461 11,074 Windermere BUTLERST 66,074 20 W 6TH AV W 5TH AV GR Residential 460 11,045 Windermere BUTLERST 66,074 30 W 5TH AV W 4TH AV GR Residential 458 11,002 Windermere BUTLERST 66,074 40 W 4TH AV W 3RD AV GR Residential 457 10,968 Windermere BUTLERST 66,074 50 W 3RD AV W 2ND AV GR Residential 467 11,213 Windermere BUTLERST 66,074 60 W 2ND AV W 1ST AV GR Residential 449 10,774 Windermere CARTERCR 72,610 10 TRYON PL STANTON HILL CT AC Residential 410 9,838 Windermere CARTERCR 72,610 20 STANTON HILL CT TRYON PL AC Residential 2615 62,772 Windermere CEDARCT 12,905 10 TRYON PL CUL DE SAC AC Residential 538 12,905 Windermere CHASERD 17,095 10 SOUTHERN TOWN LIMITS (NEAR 12TH AV)MAIN ST AC Arterial 712 17,095 Windermere CLIPPERCT 12,236 10 SCHOONER WY CUL DE SAC AC Residential 612 12,236 Windermere CONROYWRD 118,355 10 JENNIFER LN ROSSER RD AC Arterial 662 15,893 Windermere CONROYWRD 118,355 20 ROSSER RD ISLEWORTH COUNTRY CLUB RD AC Arterial 862 30,184 Windermere CONROYWRD 118,355 30 ISLEWORTH COUNTRY CLUB RD DOWN POINT LN AC Arterial 756 26,460 Windermere CONROYWRD 118,355 40 DOWN POINT LN HORIZON CR AC Arterial 1309 45,819 Windermere DOWNCT 6,425 10 DOWN DR CUL DE SAC GR Residential 268 6,425 Windermere DOWNDR 13,541 10 E 1ST AV DOWN CT GR Residential 293 7,034 Windermere DOWNDR 13,541 20 DOWN CT CUL DE SAC GR Residential 271 6,506 Windermere DOWNPOLN 76,956 10 CONROY WINDERMERE RD SUNSET CT AC Residential 347 8,330 Windermere DOWNPOLN 76,956 30 CUL DE SAC SUNSET CT AC Residential 2611 62,674 Windermere DOWNPOLN 76,956 40 CUL DE SAC DOWN POINT LN AC Residential 248 5,952 Windermere DOWNPORA 16,284 10 NB DOWN POINT LN INT NB DOWN POINT LN INT AC Residential 740 16,284 Windermere DOWNYONLN 17,311 10 MAGUIRE RD CUL DE SAC AC Residential 962 17,311 Windermere EASTBV 34,135 10 E 11TH AV E 10TH AV GR Residential 473 11,357 Windermere EASTBV 34,135 20 E 10TH AV E 9TH AV GR Residential 493 11,832 Windermere EASTBV 34,135 30 E 9TH AV E 8TH AV GR Residential 456 10,946 Windermere EEIGHTAV 27,864 10 MAIN ST OAKDALE ST GR Residential 372 8,935 Windermere EEIGHTAV 27,864 20 OAKDALE ST MAGNOLIA ST GR Residential 397 9,535 Windermere EEIGHTAV 27,864 30 MAGNOLIA ST BESSIE ST GR Residential 391 9,394 Windermere EELEVENAV 14,969 10 MAIN ST OAKDALE ST GR Residential 369 8,858 Windermere EELEVENAV 14,969 20 OAKDALE ST EAST BV GR Residential 255 6,110 Windermere EFIFTHAV 32,914 10 MAIN ST OAKDALE ST GR Residential 343 8,242 Windermere EFIFTHAV 32,914 20 OAKDALE ST MAGNOLIA ST GR Residential 384 9,223 Windermere EFIFTHAV 32,914 30 MAGNOLIA ST LAKE ST GR Residential 536 12,854 Windermere EFIFTHAV 32,914 40 MAGNOLIA ST LAKE ST AC Residential 121 2,595 Windermere EFIRSTAV 18,979 10 MAIN ST OAKDALE ST GR Residential 450 10,798 Windermere EFIRSTAV 18,979 20 OAKDALE ST MAGNOLIA ST GR Residential 341 8,182 Windermere EFOURTHAV 27,842 10 MAIN ST OAKDALE ST GR Residential 378 9,079 Windermere EFOURTHAV 27,842 20 OAKDALE ST MAGNOLIA ST GR Residential 399 9,586 Windermere EFOURTHAV 27,842 30 MAGNOLIA ST LAKE ST GR Residential 382 9,178 Windermere ENINEAV 18,852 10 MAIN ST OAKDALE ST GR Residential 369 8,868 Windermere ENINEAV 18,852 20 OAKDALE ST EAST BV GR Residential 416 9,984 Sections Inventory NetworkID BranchID Branch Area SectionID From To Surface Type - Current Functional Class Section Length (F)Section True Area Windermere ESECONDAV 18,463 10 MAIN ST OAKDALE ST GR Residential 369 8,866 Windermere ESECONDAV 18,463 20 OAKDALE ST MAGNOLIA ST GR Residential 400 9,598 Windermere ESEVENAV 40,891 10 MAIN ST OAKDALE ST GR Residential 371 8,906 Windermere ESEVENAV 40,891 20 OAKDALE ST MAGNOLIA ST GR Residential 394 9,449 Windermere ESEVENAV 40,891 30 MAGNOLIA ST BESSIE ST GR Residential 383 9,187 Windermere ESEVENAV 40,891 40 BESSIE ST E 6TH AV GR Residential 556 13,349 Windermere ESIXTHAV 89,835 10 MAIN ST OAKDALE ST AC Residential 202 5,060 Windermere ESIXTHAV 89,835 15 MAIN ST OAKDALE ST BR Residential 139 2,913 Windermere ESIXTHAV 89,835 20 OAKDALE ST MAGNOLIA ST AC Arterial 400 10,000 Windermere ESIXTHAV 89,835 30 MAGNOLIA ST BESSIE ST AC Arterial 394 9,860 Windermere ESIXTHAV 89,835 40 BESSIE ST E 7TH AV AC Arterial 564 14,105 Windermere ESIXTHAV 89,835 50 E 7TH AV LEE ST AC Arterial 407 10,165 Windermere ESIXTHAV 89,835 60 LEE ST HIGHLAND AV AC Arterial 523 13,085 Windermere ESIXTHAV 89,835 70 HIGHLAND AV RIDGEWOOD DR AC Arterial 318 7,940 Windermere ESIXTHAV 89,835 80 RIDGEWOOD DR JENNIFER LN AC Arterial 668 16,708 Windermere ETENTHAV 16,440 10 MAIN ST OAKDALE ST GR Residential 375 8,990 Windermere ETENTHAV 16,440 20 OAKDALE ST EAST BV GR Residential 310 7,450 Windermere ETHIRDAV 25,313 10 MAIN ST OAKDALE ST GR Residential 371 8,894 Windermere ETHIRDAV 25,313 20 OAKDALE ST MAGNOLIA ST GR Residential 396 9,497 Windermere ETHIRDAV 25,313 30 MAGNOLIA ST LAKE ST GR Residential 288 6,922 Windermere ETWELVEAV 18,113 10 MAIN ST OAKDALE ST GR Residential 367 8,798 Windermere ETWELVEAV 18,113 20 OAKDALE ST CUL DE SAC GR Residential 388 9,314 Windermere FIRSTCT 7,870 10 W 1ST AV CUL DE SAC GR Residential 328 7,870 Windermere FORESTST 89,047 10 W 8TH AV W 7TH AV GR Residential 455 10,925 Windermere FORESTST 89,047 20 W 7TH AV W 6TH AV GR Residential 451 10,817 Windermere FORESTST 89,047 30 W 6TH AV W 5TH AV GR Residential 456 10,942 Windermere FORESTST 89,047 40 W 5TH AV W 4TH AV GR Residential 460 11,038 Windermere FORESTST 89,047 50 W 4TH AV W 3RD AV GR Residential 466 11,196 Windermere FORESTST 89,047 60 W 3RD AV W 2ND AV GR Residential 457 10,970 Windermere FORESTST 89,047 70 W 2ND AV W 1ST AV GR Residential 480 11,510 Windermere FORESTST 89,047 80 W 1ST AV NORTH DR GR Residential 228 5,470 Windermere FORESTST 89,047 90 NORTH DR CUL DE SAC GR Residential 257 6,180 Windermere HIGHLNDAV 9,010 10 CUL DE SAC E 6TH AV GR Residential 375 9,010 Windermere HORIZONCR 48,896 10 CONROY WINDERMERE RD HORIZON CR AC Residential 1290 27,101 Windermere HORIZONCR 48,896 20 HORIZON CR HORIZON CR (AT STOP SIGN)AC Residential 1038 21,796 Windermere HORIZONCT 3,878 10 HORIZON CR CUL DE SAC AC Residential 145 3,878 Windermere JENNIFLN 17,786 10 CONROY WINDERMERE RD CUL DE SAC BR Residential 220 4,400 Windermere JENNIFLN 17,786 15 CONROY WINDERMERE RD CUL DE SAC PCC Residential 669 13,386 Windermere JUSTAMCT 4,818 10 LAKE BUTLER BV CUL DE SAC AC Residential 254 4,818 Windermere KANEPARWY 19,013 10 CUL DE SAC WILLOW GARDENS DR AC Residential 792 19,013 Windermere LAKEBUTBV 140,394 10 PARK AVENUE JUST A MERE CT AC Residential 5325 95,848 Windermere LAKEBUTBV 140,394 20 JUST A MERE CT WAUSEON DR AC Residential 1376 30,281 Windermere LAKEBUTBV 140,394 30 WAUSEON DR SOUTH LAKE BUTLER BV AC Residential 568 12,507 Windermere LAKEBUTBV 140,394 40 SOUTH LAKE BUTLER BV MAGUIRE RD AC Residential 80 1,758 Windermere LAKEST 42,312 10 E 6TH AV RIDGEWOOD DR GR Residential 190 4,570 Windermere LAKEST 42,312 20 RIDGEWOOD DR E 5TH AV AC Residential 277 5,544 Sections Inventory NetworkID BranchID Branch Area SectionID From To Surface Type - Current Functional Class Section Length (F)Section True Area Windermere LAKEST 42,312 25 RIDGEWOOD DR E 5TH AV GR Residential 257 6,180 Windermere LAKEST 42,312 30 E 5TH AV E 4TH AV GR Residential 578 13,867 Windermere LAKEST 42,312 40 E 4TH AV E 3RD AV GR Residential 506 12,151 Windermere LEEST 9,972 10 E 6TH AV RIDGEWOOD DR GR Residential 415 9,972 Windermere LILYPADLN 17,252 10 CUL DE SAC WILLOW STOWE LN AC Residential 400 9,198 Windermere LILYPADLN 17,252 20 WILLOW STOWE LN WILLOW GARDENS DR AC Residential 350 8,055 Windermere MAGNOLIST 73,819 10 E 8TH AV E 7TH AV GR Residential 469 11,261 Windermere MAGNOLIST 73,819 20 E 7TH AV E 6TH AV GR Residential 451 10,831 Windermere MAGNOLIST 73,819 30 E 6TH AV E 5TH AV GR Residential 467 11,210 Windermere MAGNOLIST 73,819 40 E 5TH AV E 4TH AV GR Residential 445 10,670 Windermere MAGNOLIST 73,819 50 E 4TH AV E 3RD AV GR Residential 467 11,215 Windermere MAGNOLIST 73,819 60 E 3RD AV E 2ND AV GR Residential 457 10,958 Windermere MAGNOLIST 73,819 70 E 2ND AV E 1ST AV GR Residential 320 7,673 Windermere MAINST 176,119 10 E 13TH AV E 12TH AV AC Arterial 355 6,394 Windermere MAINST 176,119 20 E 12TH AV E 11TH AV AC Arterial 471 10,362 Windermere MAINST 176,119 30 E 11TH AV E 10TH AV AC Arterial 453 9,975 Windermere MAINST 176,119 40 E 10TH AV E 9TH AV AC Arterial 457 10,050 Windermere MAINST 176,119 50 E 9TH AV E 8TH AV AC Arterial 462 10,173 Windermere MAINST 176,119 60 E 8TH AV E 7TH AV AC Arterial 458 10,072 Windermere MAINST 176,119 70 E 7TH AV E 6TH AV BR Arterial 425 19,112 Windermere MAINST 176,119 80 E 6TH AV E 5TH AV BR Arterial 388 17,465 Windermere MAINST 176,119 90 E 5TH AV E 4TH AV BR Arterial 409 18,387 Windermere MAINST 176,119 100 E 4TH AV E 3RD AV AC Arterial 466 11,653 Windermere MAINST 176,119 110 E 3RD AV E 2ND AV AC Arterial 459 11,475 Windermere MAINST 176,119 120 E 2ND AV W 1ST AV AC Arterial 449 11,235 Windermere MAINST 176,119 130 W 1ST AV E 1ST AV AC Arterial 100 2,659 Windermere MAINST 176,119 140 E 1ST AV CANAL AT MAIN ST (NEAR E 1ST AV)AC Arterial 1084 27,110 Windermere MAINST5RA 4,843 10 SOUTH ENTERANCE SOUTH ENTERANCE PCC Arterial 231 4,843 Windermere MAINST6RA 5,380 10 SOUTH ENTERANCE SOUTH ENTERANCE PCC Arterial 256 5,380 Windermere MARQUECT 30,614 10 PARK AVENUE CUL DE SAC AC Residential 1276 30,614 Windermere NMAINST 120,338 10 CANAL AT MAIN ST (NEAR E 1ST AV)LAKE DOWN CR (SOUTH INT)AC Arterial 713 17,114 Windermere NMAINST 120,338 20 LAKE DOWN CR (SOUTH INT)LAKE DOWN CR (NOTH INT)AC Arterial 442 10,608 Windermere NMAINST 120,338 30 LAKE DOWN CR LAKE BUTLER BV AC Arterial 237 5,683 Windermere NMAINST 120,338 40 LAKE BUTLER BV PARK AVENUE AC Arterial 869 20,858 Windermere NMAINST 120,338 50 PARK AVENUE BAYSHORE DR AC Arterial 450 10,800 Windermere NMAINST 120,338 60 BAYSHORE DR WINDERMERE RD AC Arterial 890 21,358 Windermere NMAINST 120,338 70 WINDERMERE RD DOWN YONDER LN AC Arterial 1117 26,801 Windermere NMAINST 120,338 80 DOWN YONDER LN WONDER LN AC Arterial 296 7,116 Windermere NORTHDR 10,430 10 FOREST ST MAIN ST GR Residential 435 10,430 Windermere OAKDLST 152,634 10 E 13TH AV E 12TH AV GR Residential 460 11,040 Windermere OAKDLST 152,634 20 E 12TH AV E 11TH AV GR Residential 440 10,570 Windermere OAKDLST 152,634 30 E 11TH AV E 10TH AV GR Residential 480 11,520 Windermere OAKDLST 152,634 40 E 10TH AV E 9TH AV GR Residential 464 11,143 Windermere OAKDLST 152,634 50 E 9TH AV E 8TH AV GR Residential 460 11,035 Windermere OAKDLST 152,634 60 E 8TH AV E 7TH AV GR Residential 460 11,045 Windermere OAKDLST 152,634 70 E 7TH AV E 6TH AV GR Residential 457 10,975 Sections Inventory NetworkID BranchID Branch Area SectionID From To Surface Type - Current Functional Class Section Length (F)Section True Area Windermere OAKDLST 152,634 80 E 6TH AV E 5TH AV GR Residential 460 11,035 Windermere OAKDLST 152,634 90 E 5TH AV E 4TH AV GR Residential 460 11,047 Windermere OAKDLST 152,634 100 E 4TH AV E 3RD AV GR Residential 462 11,100 Windermere OAKDLST 152,634 110 E 3RD AV E 2ND AV GR Residential 458 11,002 Windermere OAKDLST 152,634 120 E 2ND AV E 1ST AV GR Residential 430 10,322 Windermere OAKDLST 152,634 130 E 1ST AV CUL DE SAC AC Residential 1223 20,800 Windermere PALMST 31,663 10 W 4TH AV W 3RD AV GR Residential 412 9,893 Windermere PALMST 31,663 20 W 3RD AV W 2ND AV GR Residential 463 11,119 Windermere PALMST 31,663 30 W 2ND AV W 1ST AV GR Residential 444 10,651 Windermere PARKAV 169,172 10 WESTERN TOWN LIMITS LAKE BUTLER BV AC Collector 358 8,958 Windermere PARKAV 169,172 20 LAKE BUTLER BV SUNBITTERN CT AC Collector 210 5,245 Windermere PARKAV 169,172 30 SUNBITTERN CT WILD MYRTLE CT AC Collector 1067 26,665 Windermere PARKAV 169,172 40 WILD MYRTLE CT BAY MEADOW CT AC Collector 692 17,300 Windermere PARKAV 169,172 50 BAY MEADOW CT WAX BERRY CT AC Collector 702 17,550 Windermere PARKAV 169,172 60 WAX BERRY CT TRYON PL AC Collector 828 20,705 Windermere PARKAV 169,172 70 TRYON PL WAUSEON DR AC Collector 2109 63,282 Windermere PARKAV 169,172 80 WAUSEON DR MAGUIRE RD AC Collector 270 9,468 Windermere PINEST 44,592 10 W 3RD AV W 2ND AV GR Residential 506 12,142 Windermere PINEST 44,592 20 W 2ND AV W 1ST AV AC Residential 431 8,630 Windermere PINEST 44,592 30 W 1ST AV CUL DE SAC AC Residential 1191 23,820 Windermere RIDGEDR 41,462 10 E 6TH AV (NEAR HIGHLAND AV)LEE ST GR Residential 916 21,989 Windermere RIDGEDR 41,462 20 LEE ST LAKE ST GR Residential 811 19,474 Windermere ROSECT 4,205 10 CUL DE SAC TRYON PL AC Residential 175 4,205 Windermere SCHOONWY 27,834 10 MAGUIRE RD WHALER WY AC Residential 357 8,211 Windermere SCHOONWY 27,834 20 WHALER WY CLIPPER CT AC Residential 747 17,186 Windermere SCHOONWY 27,834 30 CLIPPER CT CUL DE SAC AC Residential 111 2,438 Windermere SLAKEBV 16,804 10 CUL DE SAC LAKE BUTLER BV AC Residential 1293 16,804 Windermere STANTONCT 18,828 10 CARTER GROVE CR CUL DE SAC AC Residential 856 18,828 Windermere SUNBTTRNCT 17,945 10 PARK AVENUE CUL DE SAC AC Residential 816 17,945 Windermere SUNSETCT 6,251 10 DOWN POINT LN CUL DE SAC AC Residential 347 6,251 Windermere TRYONPL 64,552 10 PARK AVENUE CARTER GROVE CR AC Residential 580 15,072 Windermere TRYONPL 64,552 20 CARTER GROVE CR ROSE DOWN CT AC Residential 460 11,047 Windermere TRYONPL 64,552 30 ROSE DOWN CT CARTER GROVE CR AC Residential 990 24,743 Windermere TRYONPL 64,552 40 CARTER GROVE CR CEDAR GROVE CT AC Residential 227 5,683 Windermere TRYONPL 64,552 50 CEDAR GROVE CT CUL DE SAC AC Residential 320 8,008 Windermere WAUSDR 10,178 10 LAKE BUTLER BV PARK AVENUE AC Residential 636 10,178 Windermere WAXBERCT 10,296 10 CUL DE SAC PARK AVENUE AC Residential 429 10,296 Windermere WEIGHTAV 10,550 10 FOREST ST MAIN ST GR Residential 440 10,550 Windermere WFIFTHAV 19,452 10 BUTLER ST FOREST ST GR Residential 399 9,576 Windermere WFIFTHAV 19,452 20 FOREST ST MAIN ST GR Residential 411 9,876 Windermere WFIRSTAV 39,360 10 PINE ST PALM ST GR Residential 379 9,086 Windermere WFIRSTAV 39,360 20 PALM ST BUTLER ST GR Residential 418 10,025 Windermere WFIRSTAV 39,360 30 BUTLER ST FOREST ST GR Residential 428 10,262 Windermere WFIRSTAV 39,360 40 FOREST ST MAIN ST GR Residential 416 9,986 Windermere WFOURTHAV 29,210 10 PALM ST BUTLER ST GR Residential 369 8,849 Windermere WFOURTHAV 29,210 20 BUTLER ST FOREST ST GR Residential 387 9,293 Sections Inventory NetworkID BranchID Branch Area SectionID From To Surface Type - Current Functional Class Section Length (F)Section True Area Windermere WFOURTHAV 29,210 30 FOREST ST MAIN ST GR Residential 461 11,069 Windermere WHALERWY 4,376 10 CUL DE SAC SCHOONER WY AC Residential 219 4,376 Windermere WILBRICKRD 29,556 10 WINDERMERE RD WILLOW GARDENS ROUNDABOUT AC Collector 869 29,556 Windermere WILDMYCT 8,600 10 CUL DE SAC PARK AVENUE AC Residential 430 8,600 Windermere WILGARDR 144,420 10 WILLOW GARDENS ROUNDABOUT WINSTON WILLOW CT AC Residential 726 18,873 Windermere WILGARDR 144,420 15 WINSTON WILLOW CT WILLOW LAUREN LN AC Residential 3361 87,386 Windermere WILGARDR 144,420 30 WILLOW LAUREN LN KANE PARK WY AC Residential 398 10,340 Windermere WILGARDR 144,420 40 KANE PARK WY LILYPAD LN AC Residential 689 17,922 Windermere WILGARDR 144,420 50 LILYPAD LN WILLOW GARDENS ROUNDABOUT AC Residential 381 9,898 Windermere WILGARRA 12,675 10 WILLOW BRICK RD WILLOW BRICK RD AC Collector 746 12,675 Windermere WILLAULN 27,598 10 WESTERN CUL DE SAC WILLOW GARDENS DR AC Residential 307 7,066 Windermere WILLAULN 27,598 20 WILLOW GARDENS DR EASTERN CUL DE SAC AC Residential 893 20,532 Windermere WILSTOLN 8,137 10 CUL DE SAC LILYPAD LN AC Residential 354 8,137 Windermere WINDERRD 86,672 10 WESTERN TOWN LIMITS WILLOW BRICK RD AC Arterial 2015 52,403 Windermere WINDERRD 86,672 20 WILLOW BRICK RD MAGUIRE RD AC Arterial 1224 34,269 Windermere WINWILCT 12,924 10 CUL DE SAC WILLOW GARDENS DR AC Residential 562 12,924 Windermere WSECONDAV 66,798 10 CUL DE SAC PINE ST AC Residential 2633 39,494 Windermere WSECONDAV 66,798 20 PINE ST PALM ST AC Residential 465 7,445 Windermere WSECONDAV 66,798 30 PALM ST BUTLER ST AC Residential 396 6,344 Windermere WSECONDAV 66,798 40 BUTLER ST FOREST ST AC Residential 398 6,366 Windermere WSECONDAV 66,798 50 FOREST ST MAIN ST AC Residential 447 7,149 Windermere WSEVENAV 20,249 10 BUTLER ST FOREST ST GR Residential 382 9,163 Windermere WSEVENAV 20,249 20 FOREST ST MAIN ST GR Residential 462 11,086 Windermere WSIXTHAV 18,561 10 BUTLER ST FOREST ST GR Residential 387 9,290 Windermere WSIXTHAV 18,561 20 FOREST ST MAIN ST BR Residential 202 4,444 Windermere WSIXTHAV 18,561 25 FOREST ST MAIN ST GR Residential 201 4,826 Windermere WTHIRDAV 38,657 10 PINE ST PALM ST GR Residential 365 8,760 Windermere WTHIRDAV 38,657 20 PALM ST BUTLER ST GR Residential 409 9,814 Windermere WTHIRDAV 38,657 30 BUTLER ST FOREST ST GR Residential 390 9,372 Windermere WTHIRDAV 38,657 40 FOREST ST MAIN ST GR Residential 446 10,711 APPENDIX B – EXAMPLES OF PAVEMENT DISTRESS IMAGES Medium Severity Linear Cracking Low Severity Spalling Joint Medium Severity Divided Slab High Severity Divided Slab Medium Severity Corner Beak High Severity Corner Break Medium Severity Raveling High Severity Raveling Low Severity Weathering & Medium Severity Weathering & Low Severity Longitudinal/Transverse Cracking Medium Severity Block Cracking Low Severity Block Cracking Medium Severity Block Cracking Low Severity Longitudinal/Transverse Cracking Medium Severity Longitudinal/Transverse Cracking Medium Severity Edge Cracking High Severity Edge Cracking Medium Severity Alligator Cracking & High Severity Alligator Cracking & Medium Severity Patching Medium Severity Weathering Low Severity Patching/Utility Cut APPENDIX C – DISTRESS SUMMARY REPORT BranchID SectionI D Surface Distress Description Severity Distress Qty Distress Qty Unit Distress Mechanism PCI Deduct PCI Pct Climate PCI Pct Load PCI Pct Other Inspection PCI* BAYMEADCT 10 AC EDGE CRACKING Medium 560 Feet Load 18 57 43 0 71 BAYMEADCT 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1401 Feet Climate/Durability 19 57 43 0 71 BAYMEADCT 10 AC WEATHERING Low 11206 Square Feet Climate/Durability 5 57 43 0 71 BAYSHORDR 10 AC BLOCK CRACKING Low 16462 Square Feet Climate/Durability 17 100 0 0 72 BAYSHORDR 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 2420 Feet Climate/Durability 10 100 0 0 72 BAYSHORDR 10 AC LONGITUDINAL/TRANSVERSE CRACKING Medium 823 Feet Climate/Durability 12 100 0 0 72 BAYSHORDR 10 AC WEATHERING Medium 49386 Square Feet Climate/Durability 15 100 0 0 72 CARTERCR 20 AC EDGE CRACKING Low 1412 Feet Load 4 72 28 0 89 CARTERCR 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1543 Feet Climate/Durability 6 72 28 0 89 CARTERCR 20 AC LONGITUDINAL/TRANSVERSE CRACKING Medium 87 Feet Climate/Durability 0 72 28 0 89 CARTERCR 20 AC WEATHERING Low 62772 Square Feet Climate/Durability 5 72 28 0 89 CARTERCR 10 AC EDGE CRACKING Low 238 Feet Load 5 61 39 0 91 CARTERCR 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 90 Feet Climate/Durability 2 61 39 0 91 CARTERCR 10 AC WEATHERING Low 9838 Square Feet Climate/Durability 5 61 39 0 91 CEDARCT 10 AC ALLIGATOR CRACKING Low 54 Square Feet Load 7 57 43 0 87 CEDARCT 10 AC EDGE CRACKING Low 81 Feet Load 2 57 43 0 87 CEDARCT 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 382 Feet Climate/Durability 7 57 43 0 87 CEDARCT 10 AC WEATHERING Low 12905 Square Feet Climate/Durability 5 57 43 0 87 CHASERD 10 AC ALLIGATOR CRACKING Low 534 Square Feet Load 20 28 72 0 69 CHASERD 10 AC ALLIGATOR CRACKING Medium 107 Square Feet Load 17 28 72 0 69 CHASERD 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 748 Feet Climate/Durability 10 28 72 0 69 CHASERD 10 AC WEATHERING Low 17095 Square Feet Climate/Durability 5 28 72 0 69 CLIPPERCT 10 AC ALLIGATOR CRACKING Low 55 Square Feet Load 7 89 11 0 53 CLIPPERCT 10 AC BLOCK CRACKING Medium 12236 Square Feet Climate/Durability 43 89 11 0 53 CLIPPERCT 10 AC WEATHERING Medium 12236 Square Feet Climate/Durability 15 89 11 0 53 CONROYWRD 40 AC ALLIGATOR CRACKING Low 196 Square Feet Load 7 26 13 61 64 CONROYWRD 40 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1911 Feet Climate/Durability 9 26 13 61 64 CONROYWRD 40 AC PATCH/UTILITY CUT Low 19309 Square Feet Other 31 26 13 61 64 CONROYWRD 40 AC WEATHERING Low 22909 Square Feet Climate/Durability 4 26 13 61 64 CONROYWRD 20 AC ALLIGATOR CRACKING High 43 Square Feet Load 13 18 63 19 62 CONROYWRD 20 AC ALLIGATOR CRACKING Low 483 Square Feet Load 15 18 63 19 62 CONROYWRD 20 AC ALLIGATOR CRACKING Medium 302 Square Feet Load 21 18 63 19 62 CONROYWRD 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1276 Feet Climate/Durability 9 18 63 19 62 CONROYWRD 20 AC PATCH/UTILITY CUT High 155 Square Feet Other 15 18 63 19 62 BranchID SectionI D Surface Distress Description Severity Distress Qty Distress Qty Unit Distress Mechanism PCI Deduct PCI Pct Climate PCI Pct Load PCI Pct Other Inspection PCI* CONROYWRD 20 AC WEATHERING Low 30184 Square Feet Climate/Durability 5 18 63 19 62 CONROYWRD 30 AC ALLIGATOR CRACKING Low 1134 Square Feet Load 23 46 54 0 71 CONROYWRD 30 AC LONGITUDINAL/TRANSVERSE CRACKING Low 2177 Feet Climate/Durability 15 46 54 0 71 CONROYWRD 30 AC WEATHERING Low 26460 Square Feet Climate/Durability 5 46 54 0 71 CONROYWRD 10 AC ALLIGATOR CRACKING Low 828 Square Feet Load 25 23 77 0 57 CONROYWRD 10 AC ALLIGATOR CRACKING Medium 331 Square Feet Load 29 23 77 0 57 CONROYWRD 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 828 Feet Climate/Durability 11 23 77 0 57 CONROYWRD 10 AC WEATHERING Low 15893 Square Feet Climate/Durability 5 23 77 0 57 DOWNPOLN 40 AC WEATHERING Low 5952 Square Feet Climate/Durability 5 100 0 0 95 DOWNPOLN 30 AC WEATHERING Low 62674 Square Feet Climate/Durability 5 100 0 0 95 DOWNPOLN 10 AC WEATHERING Low 8330 Square Feet Climate/Durability 5 100 0 0 95 DOWNPORA 10 AC WEATHERING Low 16284 Square Feet Climate/Durability 5 100 0 0 95 DOWNYONLN**10 AC 0 Square Feet 24 65 11 21 EFIFTHAV 40 AC PATCH/UTILITY CUT Low 6 Square Feet Other 1 96 0 4 85 EFIFTHAV 40 AC WEATHERING Medium 2589 Square Feet Climate/Durability 15 96 0 4 85 ESIXTHAV 70 AC LONGITUDINAL/TRANSVERSE CRACKING Medium 356 Feet Climate/Durability 21 65 0 35 72 ESIXTHAV 70 AC PATCH/UTILITY CUT Low 661 Square Feet Other 14 65 0 35 72 ESIXTHAV 70 AC WEATHERING Low 7940 Square Feet Climate/Durability 5 65 0 35 72 ESIXTHAV 20 AC ALLIGATOR CRACKING Low 192 Square Feet Load 16 39 61 0 80 ESIXTHAV 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 220 Feet Climate/Durability 5 39 61 0 80 ESIXTHAV 20 AC WEATHERING Low 10000 Square Feet Climate/Durability 5 39 61 0 80 ESIXTHAV 10 AC ALLIGATOR CRACKING Low 20 Square Feet Load 7 45 55 0 88 ESIXTHAV 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 40 Feet Climate/Durability 1 45 55 0 88 ESIXTHAV 10 AC RUTTING Low 10 Square Feet Load 2 45 55 0 88 ESIXTHAV 10 AC WEATHERING Low 5060 Square Feet Climate/Durability 5 45 55 0 88 ESIXTHAV 80 AC ALLIGATOR CRACKING Low 668 Square Feet Load 22 29 71 0 74 ESIXTHAV 80 AC LONGITUDINAL/TRANSVERSE CRACKING Low 281 Feet Climate/Durability 4 29 71 0 74 ESIXTHAV 80 AC WEATHERING Low 16708 Square Feet Climate/Durability 5 29 71 0 74 ESIXTHAV 40 AC LONGITUDINAL/TRANSVERSE CRACKING Low 406 Feet Climate/Durability 7 100 0 0 91 ESIXTHAV 40 AC WEATHERING Low 14105 Square Feet Climate/Durability 5 100 0 0 91 ESIXTHAV 50 AC ALLIGATOR CRACKING Low 61 Square Feet Load 9 63 37 0 85 ESIXTHAV 50 AC LONGITUDINAL/TRANSVERSE CRACKING Low 455 Feet Climate/Durability 10 63 37 0 85 ESIXTHAV 50 AC WEATHERING Low 10165 Square Feet Climate/Durability 5 63 37 0 85 ESIXTHAV 30 AC ALLIGATOR CRACKING Low 473 Square Feet Load 24 34 66 0 72 BranchID SectionI D Surface Distress Description Severity Distress Qty Distress Qty Unit Distress Mechanism PCI Deduct PCI Pct Climate PCI Pct Load PCI Pct Other Inspection PCI* ESIXTHAV 30 AC LONGITUDINAL/TRANSVERSE CRACKING Low 316 Feet Climate/Durability 7 34 66 0 72 ESIXTHAV 30 AC WEATHERING Low 9860 Square Feet Climate/Durability 5 34 66 0 72 ESIXTHAV 60 AC ALLIGATOR CRACKING Low 262 Square Feet Load 16 22 78 0 68 ESIXTHAV 60 AC ALLIGATOR CRACKING Medium 157 Square Feet Load 23 22 78 0 68 ESIXTHAV 60 AC LONGITUDINAL/TRANSVERSE CRACKING Low 309 Feet Climate/Durability 6 22 78 0 68 ESIXTHAV 60 AC WEATHERING Low 13085 Square Feet Climate/Durability 5 22 78 0 68 HORIZONCR 20 AC ALLIGATOR CRACKING Medium 1038 Square Feet Load 38 48 52 0 54 HORIZONCR 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 2865 Feet Climate/Durability 19 48 52 0 54 HORIZONCR 20 AC WEATHERING Medium 21796 Square Feet Climate/Durability 15 48 52 0 54 HORIZONCR 10 AC ALLIGATOR CRACKING High 19 Square Feet Load 13 40 60 0 42 HORIZONCR 10 AC ALLIGATOR CRACKING Medium 4839 Square Feet Load 54 40 60 0 42 HORIZONCR 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1639 Feet Climate/Durability 12 40 60 0 42 HORIZONCR 10 AC LONGITUDINAL/TRANSVERSE CRACKING Medium 271 Feet Climate/Durability 8 40 60 0 42 HORIZONCR 10 AC RAVELING Medium 323 Square Feet Climate/Durability 9 40 60 0 42 HORIZONCR 10 AC WEATHERING Medium 26778 Square Feet Climate/Durability 15 40 60 0 42 HORIZONCT 10 AC ALLIGATOR CRACKING Medium 923 Square Feet Load 57 34 66 0 39 HORIZONCT 10 AC BLOCK CRACKING Low 2955 Square Feet Climate/Durability 25 34 66 0 39 HORIZONCT 10 AC WEATHERING Low 3878 Square Feet Climate/Durability 5 34 66 0 39 JENNIFLN 15 PCC CORNER BREAK High 7 Slab Count Load 20 21 79 0 58 JENNIFLN 15 PCC CORNER BREAK Low 13 Slab Count Load 14 21 79 0 58 JENNIFLN 15 PCC CORNER BREAK Medium 7 Slab Count Load 12 21 79 0 58 JENNIFLN 15 PCC JOINT SEAL DAMAGE Low 80 Slab Count Climate/Durability 2 21 79 0 58 JENNIFLN 15 PCC JOINT SPALLING High 7 Slab Count Climate/Durability 13 21 79 0 58 JENNIFLN 15 PCC JOINT SPALLING Low 7 Slab Count Climate/Durability 2 21 79 0 58 JENNIFLN 15 PCC LINEAR CRACKING Low 7 Slab Count Load 5 21 79 0 58 JENNIFLN 15 PCC LINEAR CRACKING Medium 13 Slab Count Load 13 21 79 0 58 JUSTAMCT**10 AC 0 Square Feet 33 67 0 76 KANEPARWY 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 618 Feet Climate/Durability 7 100 0 0 91 KANEPARWY 10 AC WEATHERING Low 19013 Square Feet Climate/Durability 5 100 0 0 91 LAKEBUTBV 10 AC 0 Square Feet 0 0 0 100 LAKEBUTBV 30 AC 0 Square Feet 0 0 0 100 LAKEBUTBV 40 AC 0 Square Feet 0 0 0 100 LAKEBUTBV 20 AC 0 Square Feet 0 0 0 100 LAKEST 20 AC WEATHERING Medium 5544 Square Feet Climate/Durability 15 100 0 0 85 BranchID SectionI D Surface Distress Description Severity Distress Qty Distress Qty Unit Distress Mechanism PCI Deduct PCI Pct Climate PCI Pct Load PCI Pct Other Inspection PCI* LILYPADLN 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 35 Feet Climate/Durability 0 100 0 0 94 LILYPADLN 20 AC WEATHERING Low 8055 Square Feet Climate/Durability 5 100 0 0 94 LILYPADLN 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 92 Feet Climate/Durability 2 100 0 0 93 LILYPADLN 10 AC WEATHERING Low 9198 Square Feet Climate/Durability 5 100 0 0 93 MAINST 130 AC ALLIGATOR CRACKING Low 53 Square Feet Load 16 62 38 0 74 MAINST 130 AC LONGITUDINAL/TRANSVERSE CRACKING Low 145 Feet Climate/Durability 11 62 38 0 74 MAINST 130 AC WEATHERING Low 1329 Square Feet Climate/Durability 4 62 38 0 74 MAINST 130 AC WEATHERING Medium 1329 Square Feet Climate/Durability 11 62 38 0 74 MAINST 100 AC LONGITUDINAL/TRANSVERSE CRACKING Low 736 Feet Climate/Durability 12 100 0 0 86 MAINST 100 AC WEATHERING Low 11653 Square Feet Climate/Durability 5 100 0 0 86 MAINST 110 AC ALLIGATOR CRACKING Low 115 Square Feet Load 12 77 23 0 70 MAINST 110 AC BLOCK CRACKING Low 6885 Square Feet Climate/Durability 22 77 23 0 70 MAINST 110 AC WEATHERING Low 5738 Square Feet Climate/Durability 4 77 23 0 70 MAINST 110 AC WEATHERING Medium 5738 Square Feet Climate/Durability 11 77 23 0 70 MAINST 30 AC ALLIGATOR CRACKING Low 82 Square Feet Load 10 28 72 0 83 MAINST 30 AC EDGE CRACKING High 36 Feet Load 9 28 72 0 83 MAINST 30 AC LONGITUDINAL/TRANSVERSE CRACKING Low 109 Feet Climate/Durability 2 28 72 0 83 MAINST 30 AC WEATHERING Low 9975 Square Feet Climate/Durability 5 28 72 0 83 MAINST 140 AC ALLIGATOR CRACKING Low 434 Square Feet Load 15 73 27 0 71 MAINST 140 AC BLOCK CRACKING Low 6778 Square Feet Climate/Durability 14 73 27 0 71 MAINST 140 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1909 Feet Climate/Durability 13 73 27 0 71 MAINST 140 AC WEATHERING Low 20333 Square Feet Climate/Durability 5 73 27 0 71 MAINST 140 AC WEATHERING Medium 6778 Square Feet Climate/Durability 8 73 27 0 71 MAINST 60 AC ALLIGATOR CRACKING Medium 46 Square Feet Load 14 14 26 60 61 MAINST 60 AC LONGITUDINAL/TRANSVERSE CRACKING Low 137 Feet Climate/Durability 3 14 26 60 61 MAINST 60 AC PATCH/UTILITY CUT Low 5036 Square Feet Other 33 14 26 60 61 MAINST 60 AC WEATHERING Low 5036 Square Feet Climate/Durability 4 14 26 60 61 MAINST 40 AC ALLIGATOR CRACKING Low 46 Square Feet Load 7 61 39 0 89 MAINST 40 AC LONGITUDINAL/TRANSVERSE CRACKING Low 256 Feet Climate/Durability 6 61 39 0 89 MAINST 40 AC WEATHERING Low 10050 Square Feet Climate/Durability 5 61 39 0 89 MAINST 20 AC ALLIGATOR CRACKING Low 38 Square Feet Load 6 60 40 0 90 MAINST 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 170 Feet Climate/Durability 4 60 40 0 90 MAINST 20 AC WEATHERING Low 10362 Square Feet Climate/Durability 5 60 40 0 90 MAINST 120 AC ALLIGATOR CRACKING Low 67 Square Feet Load 9 80 20 0 74 BranchID SectionI D Surface Distress Description Severity Distress Qty Distress Qty Unit Distress Mechanism PCI Deduct PCI Pct Climate PCI Pct Load PCI Pct Other Inspection PCI* MAINST 120 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1420 Feet Climate/Durability 19 80 20 0 74 MAINST 120 AC WEATHERING Low 5618 Square Feet Climate/Durability 4 80 20 0 74 MAINST 120 AC WEATHERING Medium 5618 Square Feet Climate/Durability 11 80 20 0 74 MAINST 10 AC ALLIGATOR CRACKING High 36 Square Feet Load 23 24 65 11 40 MAINST 10 AC ALLIGATOR CRACKING Low 305 Square Feet Load 24 24 65 11 40 MAINST 10 AC EDGE CRACKING High 89 Feet Load 16 24 65 11 40 MAINST 10 AC EDGE CRACKING Medium 355 Feet Load 19 24 65 11 40 MAINST 10 AC LONGITUDINAL/TRANSVERSE CRACKING Medium 398 Feet Climate/Durability 25 24 65 11 40 MAINST 10 AC PATCH/UTILITY CUT High 28 Square Feet Other 14 24 65 11 40 MAINST 10 AC WEATHERING Low 6394 Square Feet Climate/Durability 5 24 65 11 40 MAINST 50 AC LONGITUDINAL/TRANSVERSE CRACKING Low 116 Feet Climate/Durability 2 20 0 80 66 MAINST 50 AC PATCH/UTILITY CUT Medium 925 Square Feet Other 30 20 0 80 66 MAINST 50 AC WEATHERING Low 9248 Square Feet Climate/Durability 5 20 0 80 66 MAINST5RA 10 PCC CORNER SPALLING Low 1 Slab Count Climate/Durability 0 100 0 0 86 MAINST5RA 10 PCC JOINT SEAL DAMAGE Low 29 Slab Count Climate/Durability 2 100 0 0 86 MAINST5RA 10 PCC JOINT SPALLING Low 17 Slab Count Climate/Durability 11 100 0 0 86 MAINST6RA 10 PCC JOINT SEAL DAMAGE Low 37 Slab Count Climate/Durability 2 100 0 0 97 MAINST6RA 10 PCC JOINT SPALLING Low 2 Slab Count Climate/Durability 1 100 0 0 97 MARQUECT 10 AC 0 Square Feet 0 0 0 100 NMAINST 30 AC ALLIGATOR CRACKING Low 178 Square Feet Load 20 58 42 0 67 NMAINST 30 AC BLOCK CRACKING Low 3552 Square Feet Climate/Durability 23 58 42 0 67 NMAINST 30 AC WEATHERING Low 5683 Square Feet Climate/Durability 5 58 42 0 67 NMAINST 60 AC ALLIGATOR CRACKING Low 89 Square Feet Load 7 75 25 0 81 NMAINST 60 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1887 Feet Climate/Durability 15 75 25 0 81 NMAINST 60 AC WEATHERING Low 21358 Square Feet Climate/Durability 5 75 25 0 81 NMAINST 40 AC ALLIGATOR CRACKING Low 921 Square Feet Load 23 45 55 0 71 NMAINST 40 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1582 Feet Climate/Durability 14 45 55 0 71 NMAINST 40 AC WEATHERING Low 20858 Square Feet Climate/Durability 5 45 55 0 71 NMAINST 20 AC ALLIGATOR CRACKING Low 66 Square Feet Load 9 62 38 0 86 NMAINST 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 433 Feet Climate/Durability 9 62 38 0 86 NMAINST 20 AC WEATHERING Low 10608 Square Feet Climate/Durability 5 62 38 0 86 NMAINST 80 AC ALLIGATOR CRACKING Low 44 Square Feet Load 9 38 19 43 73 NMAINST 80 AC LONGITUDINAL/TRANSVERSE CRACKING Low 463 Feet Climate/Durability 13 38 19 43 73 NMAINST 80 AC PATCH/UTILITY CUT Low 1067 Square Feet Other 20 38 19 43 73 BranchID SectionI D Surface Distress Description Severity Distress Qty Distress Qty Unit Distress Mechanism PCI Deduct PCI Pct Climate PCI Pct Load PCI Pct Other Inspection PCI* NMAINST 80 AC WEATHERING Low 5930 Square Feet Climate/Durability 5 38 19 43 73 NMAINST 10 AC ALLIGATOR CRACKING Low 464 Square Feet Load 19 46 54 0 70 NMAINST 10 AC EDGE CRACKING Medium 178 Feet Load 8 46 54 0 70 NMAINST 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 2018 Feet Climate/Durability 18 46 54 0 70 NMAINST 10 AC WEATHERING Low 17114 Square Feet Climate/Durability 5 46 54 0 70 NMAINST 70 AC ALLIGATOR CRACKING Low 871 Square Feet Load 21 62 38 0 70 NMAINST 70 AC BLOCK CRACKING Low 5025 Square Feet Climate/Durability 12 62 38 0 70 NMAINST 70 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1435 Feet Climate/Durability 11 62 38 0 70 NMAINST 70 AC LONGITUDINAL/TRANSVERSE CRACKING Medium 168 Feet Climate/Durability 6 62 38 0 70 NMAINST 70 AC WEATHERING Low 26801 Square Feet Climate/Durability 5 62 38 0 70 NMAINST 50 AC ALLIGATOR CRACKING Low 162 Square Feet Load 14 55 45 0 79 NMAINST 50 AC LONGITUDINAL/TRANSVERSE CRACKING Low 657 Feet Climate/Durability 12 55 45 0 79 NMAINST 50 AC WEATHERING Low 10800 Square Feet Climate/Durability 5 55 45 0 79 OAKDLST 130 AC LONGITUDINAL/TRANSVERSE CRACKING Low 661 Feet Climate/Durability 7 100 0 0 78 OAKDLST 130 AC LONGITUDINAL/TRANSVERSE CRACKING Medium 343 Feet Climate/Durability 12 100 0 0 78 OAKDLST 130 AC WEATHERING Medium 20800 Square Feet Climate/Durability 15 100 0 0 78 PARKAV 60 AC ALLIGATOR CRACKING Low 828 Square Feet Load 22 32 68 0 74 PARKAV 60 AC LONGITUDINAL/TRANSVERSE CRACKING Low 464 Feet Climate/Durability 5 32 68 0 74 PARKAV 60 AC WEATHERING Low 20705 Square Feet Climate/Durability 5 32 68 0 74 PARKAV 20 AC BLEEDING Low 52 Square Feet Other 0 96 0 4 94 PARKAV 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 31 Feet Climate/Durability 1 96 0 4 94 PARKAV 20 AC WEATHERING Low 5245 Square Feet Climate/Durability 5 96 0 4 94 PARKAV 50 AC ALLIGATOR CRACKING Low 2106 Square Feet Load 34 11 89 0 46 PARKAV 50 AC ALLIGATOR CRACKING Medium 702 Square Feet Load 36 11 89 0 46 PARKAV 50 AC LONGITUDINAL/TRANSVERSE CRACKING Low 295 Feet Climate/Durability 4 11 89 0 46 PARKAV 50 AC WEATHERING Low 17550 Square Feet Climate/Durability 5 11 89 0 46 PARKAV 70 AC ALLIGATOR CRACKING Low 352 Square Feet Load 8 60 40 0 88 PARKAV 70 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1976 Feet Climate/Durability 7 60 40 0 88 PARKAV 70 AC WEATHERING Low 63282 Square Feet Climate/Durability 5 60 40 0 88 PARKAV 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 125 Feet Climate/Durability 3 100 0 0 93 PARKAV 10 AC WEATHERING Low 8958 Square Feet Climate/Durability 5 100 0 0 93 PARKAV 40 AC ALLIGATOR CRACKING Low 692 Square Feet Load 22 35 65 0 74 PARKAV 40 AC LONGITUDINAL/TRANSVERSE CRACKING Low 519 Feet Climate/Durability 7 35 65 0 74 PARKAV 40 AC WEATHERING Low 17300 Square Feet Climate/Durability 5 35 65 0 74 BranchID SectionI D Surface Distress Description Severity Distress Qty Distress Qty Unit Distress Mechanism PCI Deduct PCI Pct Climate PCI Pct Load PCI Pct Other Inspection PCI* PARKAV 80 AC LONGITUDINAL/TRANSVERSE CRACKING Low 265 Feet Climate/Durability 7 100 0 0 91 PARKAV 80 AC WEATHERING Low 9468 Square Feet Climate/Durability 5 100 0 0 91 PARKAV 30 AC ALLIGATOR CRACKING Low 3200 Square Feet Load 34 31 69 0 62 PARKAV 30 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1333 Feet Climate/Durability 11 31 69 0 62 PARKAV 30 AC WEATHERING Low 26665 Square Feet Climate/Durability 5 31 69 0 62 PINEST 20 AC RAVELING Medium 216 Square Feet Climate/Durability 11 100 0 0 81 PINEST 20 AC WEATHERING Medium 8414 Square Feet Climate/Durability 15 100 0 0 81 PINEST 30 AC RAVELING Medium 5360 Square Feet Climate/Durability 26 100 0 0 66 PINEST 30 AC WEATHERING High 3573 Square Feet Climate/Durability 16 100 0 0 66 PINEST 30 AC WEATHERING Medium 14888 Square Feet Climate/Durability 13 100 0 0 66 ROSECT 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 196 Feet Climate/Durability 10 100 0 0 88 ROSECT 10 AC WEATHERING Low 4205 Square Feet Climate/Durability 5 100 0 0 88 SCHOONWY 10 AC BLOCK CRACKING Low 8211 Square Feet Climate/Durability 28 100 0 0 69 SCHOONWY 10 AC WEATHERING Medium 8211 Square Feet Climate/Durability 15 100 0 0 69 SCHOONWY 30 AC ALLIGATOR CRACKING Medium 13 Square Feet Load 16 79 21 0 53 SCHOONWY 30 AC BLOCK CRACKING Medium 2438 Square Feet Climate/Durability 43 79 21 0 53 SCHOONWY 30 AC WEATHERING Medium 2438 Square Feet Climate/Durability 15 79 21 0 53 SCHOONWY 20 AC ALLIGATOR CRACKING High 112 Square Feet Load 25 54 43 3 62 SCHOONWY 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 1763 Feet Climate/Durability 17 54 43 3 62 SCHOONWY 20 AC PATCH/UTILITY CUT Low 134 Square Feet Other 2 54 43 3 62 SCHOONWY 20 AC WEATHERING Medium 17186 Square Feet Climate/Durability 15 54 43 3 62 SLAKEBV 10 AC ALLIGATOR CRACKING Medium 43 Square Feet Load 11 66 24 10 56 SLAKEBV 10 AC BLOCK CRACKING Medium 10772 Square Feet Climate/Durability 37 66 24 10 56 SLAKEBV 10 AC BUMPS/SAGS Low 215 Feet Other 8 66 24 10 56 SLAKEBV 10 AC EDGE CRACKING Medium 215 Feet Load 9 66 24 10 56 SLAKEBV 10 AC WEATHERING Low 8402 Square Feet Climate/Durability 4 66 24 10 56 SLAKEBV 10 AC WEATHERING Medium 8402 Square Feet Climate/Durability 11 66 24 10 56 STANTONCT 10 AC BUMPS/SAGS Low 257 Feet Other 9 52 15 33 83 STANTONCT 10 AC EDGE CRACKING Low 385 Feet Load 4 52 15 33 83 STANTONCT 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 231 Feet Climate/Durability 3 52 15 33 83 STANTONCT 10 AC LONGITUDINAL/TRANSVERSE CRACKING Medium 128 Feet Climate/Durability 6 52 15 33 83 STANTONCT 10 AC WEATHERING Low 18828 Square Feet Climate/Durability 5 52 15 33 83 SUNBTTRNCT 10 AC 0 Square Feet 0 0 0 100 SUNSETCT 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 17 Feet Climate/Durability 0 100 0 0 95 BranchID SectionI D Surface Distress Description Severity Distress Qty Distress Qty Unit Distress Mechanism PCI Deduct PCI Pct Climate PCI Pct Load PCI Pct Other Inspection PCI* SUNSETCT 10 AC WEATHERING Low 6251 Square Feet Climate/Durability 5 100 0 0 95 TRYONPL 40 AC EDGE CRACKING Low 34 Feet Load 2 83 17 0 91 TRYONPL 40 AC LONGITUDINAL/TRANSVERSE CRACKING Low 127 Feet Climate/Durability 5 83 17 0 91 TRYONPL 40 AC WEATHERING Low 5683 Square Feet Climate/Durability 5 83 17 0 91 TRYONPL 50 AC EDGE CRACKING Low 269 Feet Load 6 68 32 0 89 TRYONPL 50 AC LONGITUDINAL/TRANSVERSE CRACKING Low 231 Feet Climate/Durability 7 68 32 0 89 TRYONPL 50 AC WEATHERING Low 8008 Square Feet Climate/Durability 5 68 32 0 89 TRYONPL 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 220 Feet Climate/Durability 3 100 0 0 93 TRYONPL 10 AC WEATHERING Low 15072 Square Feet Climate/Durability 5 100 0 0 93 TRYONPL 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 345 Feet Climate/Durability 7 100 0 0 91 TRYONPL 20 AC WEATHERING Low 11047 Square Feet Climate/Durability 5 100 0 0 91 TRYONPL 30 AC EDGE CRACKING Low 653 Feet Load 5 67 33 0 91 TRYONPL 30 AC LONGITUDINAL/TRANSVERSE CRACKING Low 475 Feet Climate/Durability 5 67 33 0 91 TRYONPL 30 AC WEATHERING Low 24743 Square Feet Climate/Durability 5 67 33 0 91 WAUSDR**10 AC 0 Square Feet 59 41 0 75 WAXBERCT 10 AC BLOCK CRACKING Low 10296 Square Feet Climate/Durability 28 100 0 0 70 WAXBERCT 10 AC WEATHERING Low 10296 Square Feet Climate/Durability 5 100 0 0 70 WHALERWY 10 AC BLOCK CRACKING Low 4376 Square Feet Climate/Durability 28 100 0 0 69 WHALERWY 10 AC WEATHERING Medium 4376 Square Feet Climate/Durability 15 100 0 0 69 WILBRICKRD 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 513 Feet Climate/Durability 4 100 0 0 93 WILBRICKRD 10 AC WEATHERING Low 29556 Square Feet Climate/Durability 5 100 0 0 93 WILDMYCT 10 AC EDGE CRACKING Low 322 Feet Load 6 70 30 0 87 WILDMYCT 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 344 Feet Climate/Durability 9 70 30 0 87 WILDMYCT 10 AC WEATHERING Low 8600 Square Feet Climate/Durability 5 70 30 0 87 WILGARDR 30 AC LONGITUDINAL/TRANSVERSE CRACKING Low 12 Feet Climate/Durability 0 100 0 0 100 WILGARDR 10 AC WEATHERING Low 18873 Square Feet Climate/Durability 5 100 0 0 95 WILGARDR 15 AC LONGITUDINAL/TRANSVERSE CRACKING Low 25 Feet Climate/Durability 0 34 0 66 90 WILGARDR 15 AC PATCH/UTILITY CUT Low 4201 Square Feet Other 10 34 0 66 90 WILGARDR 15 AC WEATHERING Low 87386 Square Feet Climate/Durability 5 34 0 66 90 WILGARDR 50 AC WEATHERING Low 9898 Square Feet Climate/Durability 5 100 0 0 95 WILGARDR 40 AC LONGITUDINAL/TRANSVERSE CRACKING Low 262 Feet Climate/Durability 3 100 0 0 93 WILGARDR 40 AC WEATHERING Low 17922 Square Feet Climate/Durability 5 100 0 0 93 WILGARRA 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 164 Feet Climate/Durability 3 100 0 0 93 WILGARRA 10 AC WEATHERING Low 12675 Square Feet Climate/Durability 5 100 0 0 93 BranchID SectionI D Surface Distress Description Severity Distress Qty Distress Qty Unit Distress Mechanism PCI Deduct PCI Pct Climate PCI Pct Load PCI Pct Other Inspection PCI* WILLAULN 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 25 Feet Climate/Durability 0 100 0 0 95 WILLAULN 10 AC WEATHERING Low 7066 Square Feet Climate/Durability 5 100 0 0 95 WILLAULN 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 27 Feet Climate/Durability 0 100 0 0 95 WILLAULN 20 AC WEATHERING Low 20532 Square Feet Climate/Durability 5 100 0 0 95 WILSTOLN 10 AC LONGITUDINAL/TRANSVERSE CRACKING Low 644 Feet Climate/Durability 14 100 0 0 84 WILSTOLN 10 AC WEATHERING Low 8137 Square Feet Climate/Durability 5 100 0 0 84 WINDERRD 20 AC 0 Square Feet 0 0 0 100 WINDERRD 10 AC 0 Square Feet 0 0 0 100 WINWILCT 10 AC WEATHERING Low 12924 Square Feet Climate/Durability 5 100 0 0 95 WSECONDAV 20 AC LONGITUDINAL/TRANSVERSE CRACKING Low 168 Feet Climate/Durability 5 100 0 0 91 WSECONDAV 20 AC WEATHERING Low 7212 Square Feet Climate/Durability 5 100 0 0 91 WSECONDAV 20 AC WEATHERING Medium 233 Square Feet Climate/Durability 2 100 0 0 91 WSECONDAV 40 AC ALLIGATOR CRACKING High 80 Square Feet Load 33 44 56 0 59 WSECONDAV 40 AC EDGE CRACKING Medium 60 Feet Load 8 44 56 0 59 WSECONDAV 40 AC LONGITUDINAL/TRANSVERSE CRACKING Low 167 Feet Climate/Durability 6 44 56 0 59 WSECONDAV 40 AC WEATHERING High 597 Square Feet Climate/Durability 11 44 56 0 59 WSECONDAV 40 AC WEATHERING Medium 5730 Square Feet Climate/Durability 14 44 56 0 59 WSECONDAV 10 AC ALLIGATOR CRACKING High 219 Square Feet Load 23 53 42 5 45 WSECONDAV 10 AC ALLIGATOR CRACKING Medium 1316 Square Feet Load 34 53 42 5 45 WSECONDAV 10 AC BLOCK CRACKING Medium 23696 Square Feet Climate/Durability 36 53 42 5 45 WSECONDAV 10 AC PATCH/UTILITY CUT Low 1316 Square Feet Other 8 53 42 5 45 WSECONDAV 10 AC RAVELING Medium 6582 Square Feet Climate/Durability 23 53 42 5 45 WSECONDAV 10 AC WEATHERING Medium 32911 Square Feet Climate/Durability 14 53 42 5 45 WSECONDAV 30 AC EDGE CRACKING Low 99 Feet Load 3 79 21 0 88 WSECONDAV 30 AC LONGITUDINAL/TRANSVERSE CRACKING Low 222 Feet Climate/Durability 8 79 21 0 88 WSECONDAV 30 AC WEATHERING Low 6344 Square Feet Climate/Durability 5 79 21 0 88 WSECONDAV 50 AC LONGITUDINAL/TRANSVERSE CRACKING Low 143 Feet Climate/Durability 5 100 0 0 83 WSECONDAV 50 AC WEATHERING Medium 7149 Square Feet Climate/Durability 15 100 0 0 83 **Not inspected in 2023, the PCI is based on 2015 survey * Inspection PCI is the section PCI at the time of survey in 02-04-2023 APPENDIX D – PCI SECTION CONDITION MAP & REPORT PCI Section Condition Report (Sorted by Street Name) BranchID Section ID Surface Length (F)Area (SF)FC Last Inspection Date Inspection PCI Predicted PCI (8/30/2023) BAYMEADCT 10 AC 560 11,206 Residential 02-04-2023 71 69 BAYSHORDR 10 AC 2,469 49,386 Residential 02-04-2023 72 70 CARTERCR 10 AC 410 9,838 Residential 02-04-2023 91 90 CARTERCR 20 AC 2,615 62,772 Residential 02-04-2023 89 88 CEDARCT 10 AC 538 12,905 Residential 02-04-2023 87 86 CHASERD 10 AC 712 17,095 Arterial 02-04-2023 69 67 CLIPPERCT 10 AC 612 12,236 Residential 02-04-2023 53 50 CONROYWRD 10 AC 662 15,893 Arterial 02-04-2023 57 55 CONROYWRD 20 AC 862 30,184 Arterial 02-04-2023 62 60 CONROYWRD 30 AC 756 26,460 Arterial 02-04-2023 71 69 CONROYWRD 40 AC 1,309 45,819 Arterial 02-04-2023 64 62 DOWNPOLN 10 AC 347 8,330 Residential 02-04-2023 95 94 DOWNPOLN 30 AC 2,611 62,674 Residential 02-04-2023 95 94 DOWNPOLN 40 AC 248 5,952 Residential 02-04-2023 95 94 DOWNPORA 10 AC 740 16,284 Residential 02-04-2023 95 94 DOWNYONLN 10 AC 962 17,311 Residential 06-15-2015 21 0 EFIFTHAV 40 AC 121 2,595 Residential 02-04-2023 85 83 ESIXTHAV 10 AC 202 5,060 Residential 02-04-2023 88 87 ESIXTHAV 20 AC 400 10,000 Arterial 02-04-2023 80 78 ESIXTHAV 30 AC 394 9,860 Arterial 02-04-2023 72 70 ESIXTHAV 40 AC 564 14,105 Arterial 02-04-2023 91 90 ESIXTHAV 50 AC 407 10,165 Arterial 02-04-2023 85 84 ESIXTHAV 60 AC 523 13,085 Arterial 02-04-2023 68 66 ESIXTHAV 70 AC 318 7,940 Arterial 02-04-2023 72 70 ESIXTHAV 80 AC 668 16,708 Arterial 02-04-2023 74 72 HORIZONCR 10 AC 1,290 27,101 Residential 02-04-2023 42 39 HORIZONCR 20 AC 1,038 21,796 Residential 02-04-2023 54 51 HORIZONCT 10 AC 145 3,878 Residential 02-04-2023 39 36 JENNIFLN 15 PCC 669 13,386 Residential 02-04-2023 58 56 JUSTAMCT 10 AC 254 4,818 Residential 06-15-2015 76 44 KANEPARWY 10 AC 792 19,013 Residential 02-04-2023 91 89 LAKEBUTBV 10 AC 5,325 95,848 Residential 02-04-2023 100 99 LAKEBUTBV 20 AC 1,376 30,281 Residential 02-04-2023 100 99 LAKEBUTBV 30 AC 568 12,507 Residential 02-04-2023 100 99 LAKEBUTBV 40 AC 80 1,758 Residential 02-04-2023 100 99 LAKEST 20 AC 277 5,544 Residential 02-04-2023 85 84 LILYPADLN 10 AC 400 9,198 Residential 02-04-2023 93 92 LILYPADLN 20 AC 350 8,055 Residential 02-04-2023 94 93 MAINST 10 AC 355 6,394 Arterial 02-04-2023 40 37 MAINST 100 AC 466 11,653 Arterial 02-04-2023 86 84 MAINST 110 AC 459 11,475 Arterial 02-04-2023 70 68 MAINST 120 AC 449 11,235 Arterial 02-04-2023 74 72 MAINST 130 AC 100 2,659 Arterial 02-04-2023 74 72 MAINST 140 AC 1,084 27,110 Arterial 02-04-2023 71 69 MAINST 20 AC 471 10,362 Arterial 02-04-2023 90 89 PCI Section Condition Report (Sorted by Street Name) BranchID Section ID Surface Length (F)Area (SF)FC Last Inspection Date Inspection PCI Predicted PCI (8/30/2023) MAINST 30 AC 453 9,975 Arterial 02-04-2023 83 82 MAINST 40 AC 457 10,050 Arterial 02-04-2023 89 87 MAINST 50 AC 462 10,173 Arterial 02-04-2023 66 64 MAINST 60 AC 458 10,072 Arterial 02-04-2023 61 59 MAINST5RA 10 PCC 231 4,843 Arterial 02-04-2023 86 85 MAINST6RA 10 PCC 256 5,380 Arterial 02-04-2023 97 96 MARQUECT 10 AC 1,276 30,614 Residential 02-04-2023 100 99 NMAINST 10 AC 713 17,114 Arterial 02-04-2023 70 68 NMAINST 20 AC 442 10,608 Arterial 02-04-2023 86 84 NMAINST 30 AC 237 5,683 Arterial 02-04-2023 67 65 NMAINST 40 AC 869 20,858 Arterial 02-04-2023 71 69 NMAINST 50 AC 450 10,800 Arterial 02-04-2023 79 78 NMAINST 60 AC 890 21,358 Arterial 02-04-2023 81 79 NMAINST 70 AC 1,117 26,801 Arterial 02-04-2023 70 68 NMAINST 80 AC 296 7,116 Arterial 02-04-2023 73 71 OAKDLST 130 AC 1,223 20,800 Residential 02-04-2023 78 76 PARKAV 10 AC 358 8,958 Collector 02-04-2023 93 92 PARKAV 20 AC 210 5,245 Collector 02-04-2023 94 93 PARKAV 30 AC 1,067 26,665 Collector 02-04-2023 62 59 PARKAV 40 AC 692 17,300 Collector 02-04-2023 74 72 PARKAV 50 AC 702 17,550 Collector 02-04-2023 46 44 PARKAV 60 AC 828 20,705 Collector 02-04-2023 74 72 PARKAV 70 AC 2,109 63,282 Collector 02-04-2023 88 87 PARKAV 80 AC 270 9,468 Collector 02-04-2023 91 90 PINEST 20 AC 431 8,630 Residential 02-04-2023 81 80 PINEST 30 AC 1,191 23,820 Residential 02-04-2023 66 64 ROSECT 10 AC 175 4,205 Residential 02-04-2023 88 87 SCHOONWY 10 AC 357 8,211 Residential 02-04-2023 69 67 SCHOONWY 20 AC 747 17,186 Residential 02-04-2023 62 60 SCHOONWY 30 AC 111 2,438 Residential 02-04-2023 53 50 SLAKEBV 10 AC 1,293 16,804 Residential 02-04-2023 56 53 STANTONCT 10 AC 856 18,828 Residential 02-04-2023 83 82 SUNBTTRNCT 10 AC 816 17,945 Residential 02-04-2023 100 99 SUNSETCT 10 AC 347 6,251 Residential 02-04-2023 95 94 TRYONPL 10 AC 580 15,072 Residential 02-04-2023 93 92 TRYONPL 20 AC 460 11,047 Residential 02-04-2023 91 90 TRYONPL 30 AC 990 24,743 Residential 02-04-2023 91 90 TRYONPL 40 AC 227 5,683 Residential 02-04-2023 91 89 TRYONPL 50 AC 320 8,008 Residential 02-04-2023 89 88 WAUSDR 10 AC 636 10,178 Residential 06-15-2015 75 43 WAXBERCT 10 AC 429 10,296 Residential 02-04-2023 70 68 WHALERWY 10 AC 219 4,376 Residential 02-04-2023 69 67 WILBRICKRD 10 AC 869 29,556 Collector 02-04-2023 93 92 WILDMYCT 10 AC 430 8,600 Residential 02-04-2023 87 86 WILGARDR 10 AC 726 18,873 Residential 02-04-2023 95 94 PCI Section Condition Report (Sorted by Street Name) BranchID Section ID Surface Length (F)Area (SF)FC Last Inspection Date Inspection PCI Predicted PCI (8/30/2023) WILGARDR 15 AC 3,361 87,386 Residential 02-04-2023 90 89 WILGARDR 30 AC 398 10,340 Residential 02-04-2023 100 99 WILGARDR 40 AC 689 17,922 Residential 02-04-2023 93 92 WILGARDR 50 AC 381 9,898 Residential 02-04-2023 95 94 WILGARRA 10 AC 746 12,675 Collector 02-04-2023 93 92 WILLAULN 10 AC 307 7,066 Residential 02-04-2023 95 94 WILLAULN 20 AC 893 20,532 Residential 02-04-2023 95 94 WILSTOLN 10 AC 354 8,137 Residential 02-04-2023 84 82 WINDERRD 10 AC 2,015 52,403 Arterial 02-04-2023 100 99 WINDERRD 20 AC 1,224 34,269 Arterial 02-04-2023 100 99 WINWILCT 10 AC 562 12,924 Residential 02-04-2023 95 94 WSECONDAV 10 AC 2,633 39,494 Residential 02-04-2023 45 42 WSECONDAV 20 AC 465 7,445 Residential 02-04-2023 91 90 WSECONDAV 30 AC 396 6,344 Residential 02-04-2023 88 87 WSECONDAV 40 AC 398 6,366 Residential 02-04-2023 59 56 WSECONDAV 50 AC 447 7,149 Residential 02-04-2023 83 82 APPENDIX E – LOCALIZED DISTRESS MAINTENANCE SUMMARY Localized Distress Maintenance Summary BranchID SectionID Description Severity Distress Qty Distress Unit Work Description Work Qty Unit Cost Work Cost BAYMEADCT 10 EDGE CR Medium 560.3 Ft Patching - AC Deep 919 $7.21 $6,626.91 CHASERD 10 ALLIGATOR CR Medium 106.89 SqFt Patching - AC Deep 153 $7.21 $1,099.16 CONROYWRD 10 ALLIGATOR CR Medium 331.1 SqFt Patching - AC Deep 408 $7.21 $2,944.12 CONROYWRD 20 ALLIGATOR CR High 43.16 SqFt Patching - AC Deep 73 $7.21 $530.29 CONROYWRD 20 PATCH/UT CUT High 155.22 SqFt Patching - AC Deep 210 $7.21 $1,509.62 CONROYWRD 20 ALLIGATOR CR Medium 301.82 SqFt Patching - AC Deep 73 $7.21 $2,709.28 DOWNYONLN 10 POTHOLE Medium 5.83 Count Patching - AC Shallow 36 $4.64 $162.44 DOWNYONLN 10 POTHOLE Low 5.83 Count Patching - AC Shallow 36 $4.64 $81.22 DOWNYONLN 10 EDGE CR High 91.44 Ft Patching - AC Deep 150 $7.21 $1,081.59 DOWNYONLN 10 ALLIGATOR CR Medium 17.01 SqFt Patching - AC Deep 38 $7.21 $270.65 DOWNYONLN 10 RUTTING Medium 466.83 SqFt Patching - AC Leveling 467 $1.24 $578.80 DOWNYONLN 10 POTHOLE High 29.17 Count Patching - AC Deep 36 $7.21 $1,893.08 DOWNYONLN 10 EDGE CR Medium 404.2 Ft Patching - AC Deep 150 $7.21 $4,780.56 DOWNYONLN 10 PATCH/UT CUT Medium 996.95 SqFt Patching - AC Deep 1,128 $7.21 $8,132.83 ESIXTHAV 60 ALLIGATOR CR Medium 157.05 SqFt Patching - AC Deep 211 $7.21 $1,524.59 HORIZONCR 10 ALLIGATOR CR Medium 4,839.35 SqFt Patching - AC Deep 5,124 $7.21 $36,939.51 HORIZONCR 10 ALLIGATOR CR High 19.38 SqFt Patching - AC Deep 5,124 $7.21 $296.09 HORIZONCR 20 ALLIGATOR CR Medium 1,037.86 SqFt Patching - AC Deep 1,171 $7.21 $8,447.01 HORIZONCT 10 ALLIGATOR CR Medium 923.33 SqFt Patching - AC Deep 1,049 $7.21 $7,567.93 JENNIFLN 15 CORNER BREAK Medium 6.67 Slabs Patching - PCC Full Depth 215 $25.75 $5,543.41 JENNIFLN 15 JOINT SPALL High 6.67 Slabs Patching - PCC Partial Depth 143 $7.21 $1,034.77 JENNIFLN 15 CORNER BREAK High 6.67 Slabs Patching - PCC Full Depth 215 $25.75 $5,543.41 MAINST 60 ALLIGATOR CR Medium 45.75 SqFt Patching - AC Deep 78 $7.21 $555.26 MAINST 10 EDGE CR High 88.81 Ft Patching - AC Deep 145 $7.21 $1,050.28 MAINST 10 ALLIGATOR CR High 35.52 SqFt Patching - AC Deep 64 $7.21 $457.89 MAINST 10 PATCH/UT CUT High 28.42 SqFt Patching - AC Deep 54 $7.21 $388.41 MAINST 10 EDGE CR Medium 355.18 Ft Patching - AC Deep 145 $7.21 $4,201.10 MAINST 50 PATCH/UT CUT Medium 924.84 SqFt Patching - AC Deep 1,052 $7.21 $7,579.15 MAINST 30 EDGE CR High 36.29 Ft Patching - AC Deep 59 $7.21 $429.00 NMAINST 10 EDGE CR Medium 178.28 Ft Patching - AC Deep 293 $7.21 $2,108.53 PARKAV 50 ALLIGATOR CR Medium 702.02 SqFt Patching - AC Deep 813 $7.21 $5,859.14 SCHOONWY 30 ALLIGATOR CR Medium 13.35 SqFt Patching - AC Deep 32 $7.21 $230.52 SCHOONWY 20 ALLIGATOR CR High 112.05 SqFt Patching - AC Deep 158 $7.21 $1,144.16 Localized Distress Maintenance Summary BranchID SectionID Description Severity Distress Qty Distress Unit Work Description Work Qty Unit Cost Work Cost SLAKEBV 10 EDGE CR Medium 215.42 Ft Patching - AC Deep 353 $7.21 $2,548.02 SLAKEBV 10 ALLIGATOR CR Medium 43.06 SqFt Patching - AC Deep 73 $7.21 $529.98 WAUSDR 10 EDGE CR Medium 21.13 Ft Patching - AC Deep 34 $7.21 $249.96 WSECONDAV 40 EDGE CR Medium 59.68 Ft Patching - AC Deep 98 $7.21 $705.92 WSECONDAV 40 ALLIGATOR CR High 79.55 SqFt Patching - AC Deep 119 $7.21 $861.49 WSECONDAV 10 ALLIGATOR CR Medium 1,316.43 SqFt Patching - AC Deep 1,466 $7.21 $10,573.36 WSECONDAV 10 ALLIGATOR CR High 219.37 SqFt Patching - AC Deep 1,466 $7.21 $2,040.63 Total Cost 140,810$ APPENDIX F - UNCONSTRAINED BUDGET ANALYSIS RESULTS Year 2023 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $661.18 69.4 70.6 2023 BAYSHORDR 10 Preventive $2,758.37 69.6 70.8 2023 CARTERCR 10 Preventive $2.38 89.8 90.5 2023 CARTERCR 20 Preventive $139.96 87.8 88.6 2023 CEDARCT 10 Preventive $55.75 85.7 86.5 2023 CHASERD 10 Rehabilitation $36,476.89 66.9 100.0 2023 CLIPPERCT 10 Rehabilitation $54,548.07 50.3 100.0 2023 CONROYWRD 10 Rehabilitation $59,836.36 54.9 100.0 2023 CONROYWRD 20 Rehabilitation $91,819.68 59.7 100.0 2023 CONROYWRD 30 Rehabilitation $51,034.74 68.6 100.0 2023 CONROYWRD 40 Preventive $7,940.41 61.8 63.1 2023 DOWNPOLN 10 Do Nothing 93.8 93.8 2023 DOWNPOLN 30 Do Nothing 93.8 93.8 2023 DOWNPOLN 40 Do Nothing 93.8 93.8 2023 DOWNPORA 10 Do Nothing 93.8 93.8 2023 DOWNYONLN 10 Rehabilitation $112,518.87 0.0 100.0 2023 EFIFTHAV 40 Preventive $18.23 83.0 83.9 2023 ESIXTHAV 10 Preventive $15.51 86.9 87.8 2023 ESIXTHAV 20 Rehabilitation $10,538.55 78.2 100.0 2023 ESIXTHAV 30 Rehabilitation $17,489.10 69.8 100.0 2023 ESIXTHAV 40 Preventive $0.39 90.0 90.7 2023 ESIXTHAV 50 Rehabilitation $9,148.48 83.8 100.0 2023 ESIXTHAV 60 Rehabilitation $29,604.75 65.9 100.0 2023 ESIXTHAV 70 Preventive $393.17 70.1 71.3 2023 ESIXTHAV 80 Rehabilitation $27,008.51 71.6 100.0 2023 HORIZONCR 10 Rehabilitation $151,979.58 38.9 100.0 2023 HORIZONCR 20 Rehabilitation $93,798.68 51.3 100.0 2023 HORIZONCT 10 Rehabilitation $23,016.11 35.7 100.0 2023 JENNIFLN 15 Rehabilitation $124,677.25 55.6 100.0 2023 JUSTAMCT 10 Rehabilitation $24,477.44 44.2 100.0 2023 KANEPARWY 10 Preventive $14.48 89.2 90.0 2023 LAKEBUTBV 10 Do Nothing 99.4 99.4 2023 LAKEBUTBV 20 Do Nothing 99.4 99.4 2023 LAKEBUTBV 30 Do Nothing 99.4 99.4 2023 LAKEBUTBV 40 Do Nothing 99.4 99.4 2023 LAKEST 20 Preventive $35.54 83.6 84.5 2023 LILYPADLN 10 Do Nothing 91.7 91.7 2023 LILYPADLN 20 Do Nothing 93.4 93.4 2023 MAINST 10 Rehabilitation $37,159.63 36.9 100.0 2023 MAINST 20 Preventive $14.44 88.6 89.4 2023 MAINST 30 Rehabilitation $8,977.30 81.5 100.0 2023 MAINST 40 Preventive $25.58 87.5 88.3 2023 MAINST 50 Preventive $1,386.06 64.3 65.6 2023 MAINST 60 Preventive $2,156.37 58.6 60.0 2023 MAINST 100 Preventive $68.63 84.1 85.0 2023 MAINST 110 Rehabilitation $23,007.33 68.0 100.0 2023 Year 2023 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Rehabilitation $17,378.80 72.4 100.0 2023 MAINST 130 Rehabilitation $4,112.90 72.4 100.0 2023 MAINST 140 Rehabilitation $51,915.68 68.7 100.0 2023 MAINST5RA 10 Preventive $24.43 85.0 85.8 2023 MAINST6RA 10 Do Nothing 95.7 95.7 2023 MARQUECT 10 Do Nothing 99.4 99.4 2023 NMAINST 10 Rehabilitation $35,212.81 67.5 100.0 2023 NMAINST 20 Rehabilitation $9,547.18 84.1 100.0 2023 NMAINST 30 Rehabilitation $13,668.04 64.8 100.0 2023 NMAINST 40 Rehabilitation $39,422.39 68.9 100.0 2023 NMAINST 50 Rehabilitation $12,051.67 77.5 100.0 2023 NMAINST 60 Preventive $306.76 78.9 79.9 2023 NMAINST 70 Rehabilitation $55,477.67 67.4 100.0 2023 NMAINST 80 Rehabilitation $12,132.40 70.5 100.0 2023 OAKDLST 130 Preventive $504.92 76.4 77.5 2023 PARKAV 10 Do Nothing 91.7 91.7 2023 PARKAV 20 Do Nothing 92.6 92.6 2023 PARKAV 30 Rehabilitation $82,314.88 59.4 100.0 2023 PARKAV 40 Rehabilitation $27,966.32 71.6 100.0 2023 PARKAV 50 Rehabilitation $89,978.74 43.7 100.0 2023 PARKAV 60 Rehabilitation $33,470.67 71.6 100.0 2023 PARKAV 70 Rehabilitation $56,953.69 86.5 100.0 2023 PARKAV 80 Do Nothing 90.1 90.1 2023 PINEST 20 Preventive $95.25 79.7 80.7 2023 PINEST 30 Preventive $3,320.53 64.0 65.3 2023 ROSECT 10 Preventive $14.22 86.6 87.5 2023 SCHOONWY 10 Preventive $826.83 66.6 67.9 2023 SCHOONWY 20 Rehabilitation $51,255.95 60.1 100.0 2023 SCHOONWY 30 Rehabilitation $10,903.39 50.2 100.0 2023 SLAKEBV 10 Rehabilitation $67,399.97 53.3 100.0 2023 STANTONCT 10 Preventive $157.95 81.6 82.6 2023 SUNBTTRNCT 10 Do Nothing 99.4 99.4 2023 SUNSETCT 10 Do Nothing 93.7 93.7 2023 TRYONPL 10 Do Nothing 91.7 91.7 2023 TRYONPL 20 Preventive $5.03 89.6 90.3 2023 TRYONPL 30 Preventive $11.26 89.6 90.3 2023 TRYONPL 40 Preventive $3.11 89.5 90.2 2023 TRYONPL 50 Preventive $16.14 88.0 88.8 2023 WAUSDR 10 Rehabilitation $53,208.47 42.7 100.0 2023 WAXBERCT 10 Preventive $766.56 68.4 69.6 2023 WHALERWY 10 Preventive $440.65 66.6 67.9 2023 WILBRICKRD 10 Do Nothing 91.7 91.7 2023 WILDMYCT 10 Preventive $37.15 85.7 86.5 2023 WILGARDR 10 Do Nothing 93.8 93.8 2023 WILGARDR 15 Preventive $112.85 88.7 89.5 2023 WILGARDR 30 Do Nothing 99.4 99.4 2023 Year 2023 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Do Nothing 91.7 91.7 2023 WILGARDR 50 Do Nothing 93.8 93.8 2023 WILGARRA 10 Do Nothing 91.7 91.7 2023 WILLAULN 10 Do Nothing 93.6 93.6 2023 WILLAULN 20 Do Nothing 93.8 93.8 2023 WILSTOLN 10 Preventive $64.86 82.0 83.0 2023 WINDERRD 10 Do Nothing 99.4 99.4 2023 WINDERRD 20 Do Nothing 99.4 99.4 2023 WINWILCT 10 Do Nothing 93.8 93.8 2023 WSECONDAV 10 Rehabilitation $208,130.72 42.3 100.0 2023 WSECONDAV 20 Preventive $1.80 89.8 90.5 2023 WSECONDAV 30 Preventive $21.45 86.6 87.5 2023 WSECONDAV 40 Rehabilitation $22,594.34 56.3 100.0 2023 WSECONDAV 50 Preventive $60.64 81.5 82.5 2023 Total Cost $1,964,692.88 Year 2024 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $1,047.84 67.1 68.4 2024 BAYSHORDR 10 Preventive $4,454.60 67.3 68.6 2024 CARTERCR 10 Preventive $16.63 88.3 89.1 2024 CARTERCR 20 Preventive $236.77 86.2 87.1 2024 CEDARCT 10 Preventive $77.21 84.0 84.9 2024 CHASERD 10 Do Nothing 98.9 98.9 2024 CLIPPERCT 10 Do Nothing 98.9 98.9 2024 CONROYWRD 10 Do Nothing 98.9 98.9 2024 CONROYWRD 20 Do Nothing 98.9 98.9 2024 CONROYWRD 30 Do Nothing 98.9 98.9 2024 CONROYWRD 40 Preventive $9,511.97 59.2 60.6 2024 DOWNPOLN 10 Do Nothing 91.9 91.9 2024 DOWNPOLN 30 Do Nothing 91.9 91.9 2024 DOWNPOLN 40 Do Nothing 91.9 91.9 2024 DOWNPORA 10 Do Nothing 91.9 91.9 2024 DOWNYONLN 10 Do Nothing 98.9 98.9 2024 EFIFTHAV 40 Preventive $22.86 81.2 82.2 2024 ESIXTHAV 10 Preventive $23.60 85.3 86.2 2024 ESIXTHAV 20 Do Nothing 98.9 98.9 2024 ESIXTHAV 30 Do Nothing 98.9 98.9 2024 ESIXTHAV 40 Preventive $20.70 88.5 89.3 2024 ESIXTHAV 50 Do Nothing 98.9 98.9 2024 ESIXTHAV 60 Do Nothing 98.9 98.9 2024 ESIXTHAV 70 Preventive $653.04 67.9 69.1 2024 ESIXTHAV 80 Do Nothing 98.9 98.9 2024 HORIZONCR 10 Do Nothing 98.9 98.9 2024 HORIZONCR 20 Do Nothing 98.9 98.9 2024 HORIZONCT 10 Do Nothing 98.9 98.9 2024 JENNIFLN 15 Do Nothing 98.9 98.9 2024 JUSTAMCT 10 Do Nothing 98.9 98.9 2024 KANEPARWY 10 Preventive $42.75 87.8 88.6 2024 LAKEBUTBV 10 Do Nothing 98.2 98.2 2024 LAKEBUTBV 20 Do Nothing 98.2 98.2 2024 LAKEBUTBV 30 Do Nothing 98.2 98.2 2024 LAKEBUTBV 40 Do Nothing 98.2 98.2 2024 LAKEST 20 Preventive $45.22 81.8 82.8 2024 LILYPADLN 10 Preventive $4.19 89.6 90.3 2024 LILYPADLN 20 Do Nothing 91.4 91.4 2024 MAINST 10 Do Nothing 98.9 98.9 2024 MAINST 20 Preventive $30.04 87.1 87.9 2024 MAINST 30 Do Nothing 98.9 98.9 2024 MAINST 40 Preventive $41.27 85.9 86.7 2024 MAINST 50 Preventive $1,762.96 61.8 63.1 2024 MAINST 60 Preventive $2,421.26 56.0 57.4 2024 MAINST 100 Preventive $88.77 82.4 83.3 2024 MAINST 110 Do Nothing 98.9 98.9 2024 Year 2024 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Do Nothing 98.9 98.9 2024 MAINST 130 Do Nothing 98.9 98.9 2024 MAINST 140 Do Nothing 98.9 98.9 2024 MAINST5RA 10 Preventive $32.66 83.3 84.2 2024 MAINST6RA 10 Do Nothing 94.0 94.0 2024 MARQUECT 10 Do Nothing 98.2 98.2 2024 NMAINST 10 Do Nothing 98.9 98.9 2024 NMAINST 20 Do Nothing 98.9 98.9 2024 NMAINST 30 Do Nothing 98.9 98.9 2024 NMAINST 40 Do Nothing 98.9 98.9 2024 NMAINST 50 Do Nothing 98.9 98.9 2024 NMAINST 60 Preventive $473.23 77.0 78.0 2024 NMAINST 70 Do Nothing 98.9 98.9 2024 NMAINST 80 Do Nothing 98.9 98.9 2024 OAKDLST 130 Preventive $675.54 74.4 75.5 2024 PARKAV 10 Preventive $4.08 89.6 90.3 2024 PARKAV 20 Do Nothing 90.6 90.6 2024 PARKAV 30 Do Nothing 98.9 98.9 2024 PARKAV 40 Do Nothing 98.9 98.9 2024 PARKAV 50 Do Nothing 98.9 98.9 2024 PARKAV 60 Do Nothing 98.9 98.9 2024 PARKAV 70 Do Nothing 98.9 98.9 2024 PARKAV 80 Preventive $20.41 87.8 88.6 2024 PINEST 20 Preventive $161.55 77.8 78.9 2024 PINEST 30 Preventive $4,206.60 61.6 62.9 2024 ROSECT 10 Preventive $20.98 85.0 85.9 2024 SCHOONWY 10 Preventive $1,121.28 64.2 65.5 2024 SCHOONWY 20 Do Nothing 98.9 98.9 2024 SCHOONWY 30 Do Nothing 98.9 98.9 2024 SLAKEBV 10 Do Nothing 98.9 98.9 2024 STANTONCT 10 Preventive $204.82 79.8 80.8 2024 SUNBTTRNCT 10 Do Nothing 98.2 98.2 2024 SUNSETCT 10 Do Nothing 91.8 91.8 2024 TRYONPL 10 Preventive $6.86 89.6 90.3 2024 TRYONPL 20 Preventive $21.04 88.1 88.9 2024 TRYONPL 30 Preventive $47.12 88.1 88.9 2024 TRYONPL 40 Preventive $11.46 88.0 88.8 2024 TRYONPL 50 Preventive $28.49 86.4 87.3 2024 WAUSDR 10 Do Nothing 98.9 98.9 2024 WAXBERCT 10 Preventive $1,126.31 66.0 67.3 2024 WHALERWY 10 Preventive $597.58 64.2 65.5 2024 WILBRICKRD 10 Preventive $13.45 89.6 90.3 2024 WILDMYCT 10 Preventive $51.45 84.0 84.9 2024 WILGARDR 10 Do Nothing 91.9 91.9 2024 WILGARDR 15 Preventive $244.36 87.2 88.0 2024 WILGARDR 30 Do Nothing 98.2 98.2 2024 Year 2024 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Preventive $8.16 89.6 90.3 2024 WILGARDR 50 Do Nothing 91.9 91.9 2024 WILGARRA 10 Preventive $5.77 89.6 90.3 2024 WILLAULN 10 Do Nothing 91.6 91.6 2024 WILLAULN 20 Do Nothing 91.9 91.9 2024 WILSTOLN 10 Preventive $79.68 80.2 81.2 2024 WINDERRD 10 Do Nothing 98.2 98.2 2024 WINDERRD 20 Do Nothing 98.2 98.2 2024 WINWILCT 10 Do Nothing 91.9 91.9 2024 WSECONDAV 10 Do Nothing 98.9 98.9 2024 WSECONDAV 20 Preventive $12.59 88.3 89.1 2024 WSECONDAV 30 Preventive $31.65 85.0 85.9 2024 WSECONDAV 40 Do Nothing 98.9 98.9 2024 WSECONDAV 50 Preventive $80.89 79.7 80.7 2024 Total Cost $29,789.69 Year 2025 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $1,446.15 64.7 66.0 2025 BAYSHORDR 10 Preventive $6,210.47 65.0 66.2 2025 CARTERCR 10 Preventive $31.53 86.8 87.6 2025 CARTERCR 20 Preventive $339.41 84.6 85.5 2025 CEDARCT 10 Preventive $99.51 82.3 83.2 2025 CHASERD 10 Do Nothing 97.6 97.6 2025 CLIPPERCT 10 Do Nothing 97.6 97.6 2025 CONROYWRD 10 Do Nothing 97.6 97.6 2025 CONROYWRD 20 Do Nothing 97.6 97.6 2025 CONROYWRD 30 Do Nothing 97.6 97.6 2025 CONROYWRD 40 Preventive $10,712.36 56.6 58.0 2025 DOWNPOLN 10 Preventive $1.78 89.8 90.5 2025 DOWNPOLN 30 Preventive $13.39 89.8 90.5 2025 DOWNPOLN 40 Preventive $1.27 89.8 90.5 2025 DOWNPORA 10 Preventive $3.48 89.8 90.5 2025 DOWNYONLN 10 Do Nothing 97.6 97.6 2025 EFIFTHAV 40 Preventive $32.91 79.3 80.3 2025 ESIXTHAV 10 Preventive $32.06 83.7 84.6 2025 ESIXTHAV 20 Do Nothing 97.6 97.6 2025 ESIXTHAV 30 Do Nothing 97.6 97.6 2025 ESIXTHAV 40 Preventive $42.06 87.0 87.8 2025 ESIXTHAV 50 Do Nothing 97.6 97.6 2025 ESIXTHAV 60 Do Nothing 97.6 97.6 2025 ESIXTHAV 70 Preventive $932.91 65.5 66.8 2025 ESIXTHAV 80 Do Nothing 97.6 97.6 2025 HORIZONCR 10 Do Nothing 97.6 97.6 2025 HORIZONCR 20 Do Nothing 97.6 97.6 2025 HORIZONCT 10 Do Nothing 97.6 97.6 2025 JENNIFLN 15 Do Nothing 97.6 97.6 2025 JUSTAMCT 10 Do Nothing 97.6 97.6 2025 KANEPARWY 10 Preventive $72.24 86.2 87.0 2025 LAKEBUTBV 10 Do Nothing 96.8 96.8 2025 LAKEBUTBV 20 Do Nothing 96.8 96.8 2025 LAKEBUTBV 30 Do Nothing 96.8 96.8 2025 LAKEBUTBV 40 Do Nothing 96.8 96.8 2025 LAKEST 20 Preventive $55.37 80.0 81.0 2025 LILYPADLN 10 Preventive $17.52 88.1 88.9 2025 LILYPADLN 20 Preventive $5.84 89.3 90.0 2025 MAINST 10 Do Nothing 97.6 97.6 2025 MAINST 20 Preventive $46.50 85.5 86.4 2025 MAINST 30 Do Nothing 97.6 97.6 2025 MAINST 40 Preventive $57.89 84.2 85.1 2025 MAINST 50 Preventive $2,111.88 59.2 60.6 2025 MAINST 60 Rehabilitation $40,412.30 53.3 100.0 2025 MAINST 100 Preventive $109.77 80.6 81.6 2025 MAINST 110 Do Nothing 97.6 97.6 2025 Year 2025 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Do Nothing 97.6 97.6 2025 MAINST 130 Do Nothing 97.6 97.6 2025 MAINST 140 Do Nothing 97.6 97.6 2025 MAINST5RA 10 Preventive $41.26 81.5 82.4 2025 MAINST6RA 10 Do Nothing 92.1 92.1 2025 MARQUECT 10 Do Nothing 96.8 96.8 2025 NMAINST 10 Do Nothing 97.6 97.6 2025 NMAINST 20 Do Nothing 97.6 97.6 2025 NMAINST 30 Do Nothing 97.6 97.6 2025 NMAINST 40 Do Nothing 97.6 97.6 2025 NMAINST 50 Do Nothing 97.6 97.6 2025 NMAINST 60 Preventive $645.85 74.9 76.0 2025 NMAINST 70 Do Nothing 97.6 97.6 2025 NMAINST 80 Do Nothing 97.6 97.6 2025 OAKDLST 130 Preventive $851.97 72.3 73.4 2025 PARKAV 10 Preventive $16.98 88.1 88.9 2025 PARKAV 20 Preventive $8.38 88.4 89.2 2025 PARKAV 30 Do Nothing 97.6 97.6 2025 PARKAV 40 Do Nothing 97.6 97.6 2025 PARKAV 50 Do Nothing 97.6 97.6 2025 PARKAV 60 Do Nothing 97.6 97.6 2025 PARKAV 70 Do Nothing 97.6 97.6 2025 PARKAV 80 Preventive $35.09 86.3 87.1 2025 PINEST 20 Preventive $230.18 75.8 76.9 2025 PINEST 30 Preventive $4,999.72 59.0 60.4 2025 ROSECT 10 Preventive $28.09 83.3 84.2 2025 SCHOONWY 10 Preventive $1,425.42 61.8 63.1 2025 SCHOONWY 20 Do Nothing 97.6 97.6 2025 SCHOONWY 30 Do Nothing 97.6 97.6 2025 SLAKEBV 10 Do Nothing 97.6 97.6 2025 STANTONCT 10 Preventive $349.30 77.9 78.9 2025 SUNBTTRNCT 10 Do Nothing 96.8 96.8 2025 SUNSETCT 10 Preventive $2.09 89.7 90.4 2025 TRYONPL 10 Preventive $28.57 88.1 88.9 2025 TRYONPL 20 Preventive $37.97 86.6 87.4 2025 TRYONPL 30 Preventive $85.05 86.6 87.4 2025 TRYONPL 40 Preventive $20.22 86.4 87.3 2025 TRYONPL 50 Preventive $41.44 84.8 85.7 2025 WAUSDR 10 Do Nothing 97.6 97.6 2025 WAXBERCT 10 Preventive $1,498.60 63.6 64.9 2025 WHALERWY 10 Preventive $759.67 61.8 63.1 2025 WILBRICKRD 10 Preventive $56.29 88.1 88.9 2025 WILDMYCT 10 Preventive $66.31 82.3 83.2 2025 WILGARDR 10 Preventive $4.03 89.8 90.5 2025 WILGARDR 15 Preventive $382.38 85.6 86.5 2025 WILGARDR 30 Do Nothing 96.8 96.8 2025 Year 2025 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Preventive $34.13 88.1 88.9 2025 WILGARDR 50 Preventive $2.12 89.8 90.5 2025 WILGARRA 10 Preventive $24.02 88.1 88.9 2025 WILLAULN 10 Preventive $3.28 89.5 90.3 2025 WILLAULN 20 Preventive $4.39 89.8 90.5 2025 WILSTOLN 10 Preventive $136.68 78.3 79.3 2025 WINDERRD 10 Do Nothing 96.8 96.8 2025 WINDERRD 20 Do Nothing 96.8 96.8 2025 WINWILCT 10 Preventive $2.76 89.8 90.5 2025 WSECONDAV 10 Do Nothing 97.6 97.6 2025 WSECONDAV 20 Preventive $23.86 86.8 87.6 2025 WSECONDAV 30 Preventive $42.38 83.3 84.2 2025 WSECONDAV 40 Do Nothing 97.6 97.6 2025 WSECONDAV 50 Preventive $135.82 77.8 78.8 2025 Total Cost $74,812.88 Year 2026 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $1,858.00 62.3 63.6 2026 BAYSHORDR 10 Preventive $8,017.72 62.5 63.8 2026 CARTERCR 10 Preventive $47.25 85.2 86.1 2026 CARTERCR 20 Preventive $446.71 82.9 83.8 2026 CEDARCT 10 Preventive $122.77 80.5 81.5 2026 CHASERD 10 Do Nothing 96.2 96.2 2026 CLIPPERCT 10 Do Nothing 96.2 96.2 2026 CONROYWRD 10 Do Nothing 96.2 96.2 2026 CONROYWRD 20 Do Nothing 96.2 96.2 2026 CONROYWRD 30 Do Nothing 96.2 96.2 2026 CONROYWRD 40 Rehabilitation $179,241.90 53.9 100.0 2026 DOWNPOLN 10 Preventive $13.78 88.4 89.1 2026 DOWNPOLN 30 Preventive $103.64 88.4 89.1 2026 DOWNPOLN 40 Preventive $9.84 88.4 89.1 2026 DOWNPORA 10 Preventive $26.93 88.4 89.1 2026 DOWNYONLN 10 Do Nothing 96.2 96.2 2026 EFIFTHAV 40 Preventive $52.95 77.4 78.5 2026 ESIXTHAV 10 Preventive $40.94 81.9 82.9 2026 ESIXTHAV 20 Do Nothing 96.2 96.2 2026 ESIXTHAV 30 Do Nothing 96.2 96.2 2026 ESIXTHAV 40 Preventive $64.47 85.4 86.3 2026 ESIXTHAV 50 Do Nothing 96.2 96.2 2026 ESIXTHAV 60 Do Nothing 96.2 96.2 2026 ESIXTHAV 70 Preventive $1,222.36 63.1 64.4 2026 ESIXTHAV 80 Do Nothing 96.2 96.2 2026 HORIZONCR 10 Do Nothing 96.2 96.2 2026 HORIZONCR 20 Do Nothing 96.2 96.2 2026 HORIZONCT 10 Do Nothing 96.2 96.2 2026 JENNIFLN 15 Do Nothing 96.2 96.2 2026 JUSTAMCT 10 Do Nothing 96.2 96.2 2026 KANEPARWY 10 Preventive $103.51 84.6 85.4 2026 LAKEBUTBV 10 Do Nothing 95.2 95.2 2026 LAKEBUTBV 20 Do Nothing 95.2 95.2 2026 LAKEBUTBV 30 Do Nothing 95.2 95.2 2026 LAKEBUTBV 40 Do Nothing 95.2 95.2 2026 LAKEST 20 Preventive $97.35 78.1 79.2 2026 LILYPADLN 10 Preventive $31.70 86.6 87.4 2026 LILYPADLN 20 Preventive $17.73 87.8 88.6 2026 MAINST 10 Do Nothing 96.2 96.2 2026 MAINST 20 Preventive $63.73 83.9 84.8 2026 MAINST 30 Do Nothing 96.2 96.2 2026 MAINST 40 Preventive $75.16 82.5 83.5 2026 MAINST 50 Preventive $2,378.40 56.6 58.1 2026 MAINST 60 Do Nothing 98.9 98.9 2026 MAINST 100 Preventive $178.08 78.7 79.7 2026 MAINST 110 Do Nothing 96.2 96.2 2026 Year 2026 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Do Nothing 96.2 96.2 2026 MAINST 130 Do Nothing 96.2 96.2 2026 MAINST 140 Do Nothing 96.2 96.2 2026 MAINST5RA 10 Preventive $55.56 79.6 80.6 2026 MAINST6RA 10 Do Nothing 90.1 90.1 2026 MARQUECT 10 Do Nothing 95.2 95.2 2026 NMAINST 10 Do Nothing 96.2 96.2 2026 NMAINST 20 Do Nothing 96.2 96.2 2026 NMAINST 30 Do Nothing 96.2 96.2 2026 NMAINST 40 Do Nothing 96.2 96.2 2026 NMAINST 50 Do Nothing 96.2 96.2 2026 NMAINST 60 Preventive $826.02 72.8 74.0 2026 NMAINST 70 Do Nothing 96.2 96.2 2026 NMAINST 80 Do Nothing 96.2 96.2 2026 OAKDLST 130 Preventive $1,034.96 70.1 71.3 2026 PARKAV 10 Preventive $30.79 86.6 87.4 2026 PARKAV 20 Preventive $16.37 86.9 87.7 2026 PARKAV 30 Do Nothing 96.2 96.2 2026 PARKAV 40 Do Nothing 96.2 96.2 2026 PARKAV 50 Do Nothing 96.2 96.2 2026 PARKAV 60 Do Nothing 96.2 96.2 2026 PARKAV 70 Do Nothing 96.2 96.2 2026 PARKAV 80 Preventive $50.57 84.7 85.6 2026 PINEST 20 Preventive $302.02 73.8 74.9 2026 PINEST 30 Preventive $5,628.86 56.4 57.8 2026 ROSECT 10 Preventive $35.47 81.6 82.5 2026 SCHOONWY 10 Preventive $1,706.21 59.2 60.6 2026 SCHOONWY 20 Do Nothing 96.2 96.2 2026 SCHOONWY 30 Do Nothing 96.2 96.2 2026 SLAKEBV 10 Do Nothing 96.2 96.2 2026 STANTONCT 10 Preventive $499.20 75.9 77.0 2026 SUNBTTRNCT 10 Do Nothing 95.2 95.2 2026 SUNSETCT 10 Preventive $11.21 88.2 89.0 2026 TRYONPL 10 Preventive $51.81 86.6 87.4 2026 TRYONPL 20 Preventive $55.83 84.9 85.8 2026 TRYONPL 30 Preventive $125.05 84.9 85.8 2026 TRYONPL 40 Preventive $29.41 84.8 85.7 2026 TRYONPL 50 Preventive $55.05 83.1 84.0 2026 WAUSDR 10 Do Nothing 96.2 96.2 2026 WAXBERCT 10 Preventive $1,883.12 61.1 62.5 2026 WHALERWY 10 Preventive $909.32 59.2 60.6 2026 WILBRICKRD 10 Preventive $101.87 86.6 87.4 2026 WILDMYCT 10 Preventive $81.81 80.5 81.5 2026 WILGARDR 10 Preventive $31.39 88.3 89.1 2026 WILGARDR 15 Preventive $528.51 84.0 84.9 2026 WILGARDR 30 Do Nothing 95.2 95.2 2026 Year 2026 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Preventive $61.77 86.6 87.4 2026 WILGARDR 50 Preventive $16.46 88.3 89.1 2026 WILGARRA 10 Preventive $43.57 86.6 87.4 2026 WILLAULN 10 Preventive $13.65 88.1 88.9 2026 WILLAULN 20 Preventive $34.14 88.3 89.1 2026 WILSTOLN 10 Preventive $201.09 76.3 77.4 2026 WINDERRD 10 Do Nothing 95.2 95.2 2026 WINDERRD 20 Do Nothing 95.2 95.2 2026 WINWILCT 10 Preventive $21.49 88.3 89.1 2026 WSECONDAV 10 Do Nothing 96.2 96.2 2026 WSECONDAV 20 Preventive $35.76 85.2 86.1 2026 WSECONDAV 30 Preventive $53.52 81.6 82.5 2026 WSECONDAV 40 Do Nothing 96.2 96.2 2026 WSECONDAV 50 Preventive $192.67 75.8 76.8 2026 Total Cost $208,939.45 Year 2027 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $2,269.22 59.8 61.1 2027 BAYSHORDR 10 Preventive $9,882.33 60.0 61.4 2027 CARTERCR 10 Preventive $63.79 83.5 84.4 2027 CARTERCR 20 Preventive $558.09 81.1 82.1 2027 CEDARCT 10 Preventive $201.29 78.6 79.6 2027 CHASERD 10 Do Nothing 94.5 94.5 2027 CLIPPERCT 10 Do Nothing 94.5 94.5 2027 CONROYWRD 10 Do Nothing 94.5 94.5 2027 CONROYWRD 20 Do Nothing 94.5 94.5 2027 CONROYWRD 30 Do Nothing 94.5 94.5 2027 CONROYWRD 40 Do Nothing 98.9 98.9 2027 DOWNPOLN 10 Preventive $26.47 86.8 87.7 2027 DOWNPOLN 30 Preventive $199.13 86.8 87.7 2027 DOWNPOLN 40 Preventive $18.91 86.8 87.7 2027 DOWNPORA 10 Preventive $51.74 86.8 87.7 2027 DOWNYONLN 10 Do Nothing 94.5 94.5 2027 EFIFTHAV 40 Preventive $73.80 75.4 76.5 2027 ESIXTHAV 10 Preventive $50.11 80.1 81.1 2027 ESIXTHAV 20 Do Nothing 94.5 94.5 2027 ESIXTHAV 30 Do Nothing 94.5 94.5 2027 ESIXTHAV 40 Preventive $88.06 83.8 84.7 2027 ESIXTHAV 50 Do Nothing 94.5 94.5 2027 ESIXTHAV 60 Do Nothing 94.5 94.5 2027 ESIXTHAV 70 Preventive $1,521.33 60.6 61.9 2027 ESIXTHAV 80 Do Nothing 94.5 94.5 2027 HORIZONCR 10 Do Nothing 94.5 94.5 2027 HORIZONCR 20 Do Nothing 94.5 94.5 2027 HORIZONCT 10 Do Nothing 94.5 94.5 2027 JENNIFLN 15 Do Nothing 94.5 94.5 2027 JUSTAMCT 10 Do Nothing 94.5 94.5 2027 KANEPARWY 10 Preventive $135.83 82.9 83.8 2027 LAKEBUTBV 10 Do Nothing 93.5 93.5 2027 LAKEBUTBV 20 Do Nothing 93.5 93.5 2027 LAKEBUTBV 30 Do Nothing 93.5 93.5 2027 LAKEBUTBV 40 Do Nothing 93.5 93.5 2027 LAKEST 20 Preventive $141.23 76.1 77.2 2027 LILYPADLN 10 Preventive $46.66 84.9 85.8 2027 LILYPADLN 20 Preventive $30.16 86.3 87.1 2027 MAINST 10 Do Nothing 94.5 94.5 2027 MAINST 20 Preventive $81.73 82.1 83.1 2027 MAINST 30 Do Nothing 94.5 94.5 2027 MAINST 40 Preventive $93.18 80.7 81.7 2027 MAINST 50 Rehabilitation $39,780.67 53.9 100.0 2027 MAINST 60 Do Nothing 97.6 97.6 2027 MAINST 100 Preventive $269.34 76.7 77.8 2027 MAINST 110 Do Nothing 94.5 94.5 2027 Year 2027 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Do Nothing 94.5 94.5 2027 MAINST 130 Do Nothing 94.5 94.5 2027 MAINST 140 Do Nothing 94.5 94.5 2027 MAINST5RA 10 Preventive $92.77 77.7 78.8 2027 MAINST6RA 10 Preventive $11.70 87.8 88.6 2027 MARQUECT 10 Do Nothing 93.5 93.5 2027 NMAINST 10 Do Nothing 94.5 94.5 2027 NMAINST 20 Do Nothing 94.5 94.5 2027 NMAINST 30 Do Nothing 94.5 94.5 2027 NMAINST 40 Do Nothing 94.5 94.5 2027 NMAINST 50 Do Nothing 94.5 94.5 2027 NMAINST 60 Preventive $1,012.33 70.7 71.8 2027 NMAINST 70 Do Nothing 94.5 94.5 2027 NMAINST 80 Do Nothing 94.5 94.5 2027 OAKDLST 130 Preventive $1,729.44 67.8 69.0 2027 PARKAV 10 Preventive $45.19 85.0 85.8 2027 PARKAV 20 Preventive $24.75 85.3 86.2 2027 PARKAV 30 Do Nothing 94.5 94.5 2027 PARKAV 40 Do Nothing 94.5 94.5 2027 PARKAV 50 Do Nothing 94.5 94.5 2027 PARKAV 60 Do Nothing 94.5 94.5 2027 PARKAV 70 Do Nothing 94.5 94.5 2027 PARKAV 80 Preventive $66.58 83.0 83.9 2027 PINEST 20 Preventive $376.26 71.6 72.8 2027 PINEST 30 Rehabilitation $94,112.80 53.7 100.0 2027 ROSECT 10 Preventive $46.76 79.7 80.7 2027 SCHOONWY 10 Preventive $1,921.41 56.6 58.0 2027 SCHOONWY 20 Do Nothing 94.5 94.5 2027 SCHOONWY 30 Do Nothing 94.5 94.5 2027 SLAKEBV 10 Do Nothing 94.5 94.5 2027 STANTONCT 10 Preventive $654.53 73.8 74.9 2027 SUNBTTRNCT 10 Do Nothing 93.5 93.5 2027 SUNSETCT 10 Preventive $20.73 86.7 87.5 2027 TRYONPL 10 Preventive $76.03 85.0 85.8 2027 TRYONPL 20 Preventive $74.51 83.3 84.2 2027 TRYONPL 30 Preventive $166.88 83.3 84.2 2027 TRYONPL 40 Preventive $39.07 83.1 84.1 2027 TRYONPL 50 Preventive $69.26 81.4 82.3 2027 WAUSDR 10 Do Nothing 94.5 94.5 2027 WAXBERCT 10 Preventive $2,205.37 58.6 60.0 2027 WHALERWY 10 Preventive $1,024.00 56.6 58.0 2027 WILBRICKRD 10 Preventive $149.92 84.9 85.8 2027 WILDMYCT 10 Preventive $134.15 78.6 79.6 2027 WILGARDR 10 Preventive $60.14 86.8 87.6 2027 WILGARDR 15 Preventive $680.32 82.2 83.2 2027 WILGARDR 30 Do Nothing 93.5 93.5 2027 Year 2027 - Unconstrained Budget Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Preventive $90.91 84.9 85.8 2027 WILGARDR 50 Preventive $31.54 86.8 87.6 2027 WILGARRA 10 Preventive $63.94 85.0 85.8 2027 WILLAULN 10 Preventive $24.48 86.5 87.4 2027 WILLAULN 20 Preventive $65.43 86.8 87.6 2027 WILSTOLN 10 Preventive $267.92 74.3 75.4 2027 WINDERRD 10 Do Nothing 93.5 93.5 2027 WINDERRD 20 Do Nothing 93.5 93.5 2027 WINWILCT 10 Preventive $41.18 86.8 87.6 2027 WSECONDAV 10 Do Nothing 94.5 94.5 2027 WSECONDAV 20 Preventive $48.28 83.5 84.4 2027 WSECONDAV 30 Preventive $70.55 79.7 80.7 2027 WSECONDAV 40 Do Nothing 94.5 94.5 2027 WSECONDAV 50 Preventive $251.91 73.7 74.8 2027 Total Cost $161,334.13 APPENDIX G – CURRENT BUDGET ($400K) ANALYSIS RESULTS Year 2023 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Do Nothing 69.4 69.4 2023 BAYSHORDR 10 Do Nothing 69.6 69.6 2023 CARTERCR 10 Do Nothing 89.8 89.8 2023 CARTERCR 20 Do Nothing 87.8 87.8 2023 CEDARCT 10 Do Nothing 85.7 85.7 2023 CHASERD 10 Major Above Critical $36,426.39 66.9 100.0 2023 CLIPPERCT 10 Stopgap $122.32 50.3 50.3 2023 CONROYWRD 10 Stopgap $158.87 54.9 54.9 2023 CONROYWRD 20 Major Above Critical $87,738.19 59.7 100.0 2023 CONROYWRD 30 Preventive $1,886.68 68.6 69.8 2023 CONROYWRD 40 Do Nothing 61.8 61.8 2023 DOWNPOLN 10 Do Nothing 93.8 93.8 2023 DOWNPOLN 30 Do Nothing 93.8 93.8 2023 DOWNPOLN 40 Do Nothing 93.8 93.8 2023 DOWNPORA 10 Do Nothing 93.8 93.8 2023 DOWNYONLN 10 Stopgap $10,386.29 0.0 0.0 2023 EFIFTHAV 40 Do Nothing 83.0 83.0 2023 ESIXTHAV 10 Do Nothing 86.9 86.9 2023 ESIXTHAV 20 Do Nothing 78.2 78.2 2023 ESIXTHAV 30 Preventive $519.66 69.8 71.0 2023 ESIXTHAV 40 Do Nothing 90.0 90.0 2023 ESIXTHAV 50 Do Nothing 83.8 83.8 2023 ESIXTHAV 60 Major Above Critical $29,336.46 65.9 100.0 2023 ESIXTHAV 70 Do Nothing 70.1 70.1 2023 ESIXTHAV 80 Do Nothing 71.6 71.6 2023 HORIZONCR 10 Stopgap $599.97 38.9 38.9 2023 HORIZONCR 20 Stopgap $217.88 51.3 51.3 2023 HORIZONCT 10 Stopgap $111.22 35.7 35.7 2023 JENNIFLN 15 Do Nothing 55.6 55.6 2023 JUSTAMCT 10 Stopgap $76.05 44.2 44.2 2023 KANEPARWY 10 Do Nothing 89.2 89.2 2023 LAKEBUTBV 10 Do Nothing 99.4 99.4 2023 LAKEBUTBV 20 Do Nothing 99.4 99.4 2023 LAKEBUTBV 30 Do Nothing 99.4 99.4 2023 LAKEBUTBV 40 Do Nothing 99.4 99.4 2023 LAKEST 20 Do Nothing 83.6 83.6 2023 LILYPADLN 10 Do Nothing 91.7 91.7 2023 LILYPADLN 20 Do Nothing 93.4 93.4 2023 MAINST 10 Stopgap $167.68 36.9 36.9 2023 MAINST 100 Preventive $68.53 84.1 85.0 2023 MAINST 110 Major Above Critical $23,175.02 68.0 100.0 2023 MAINST 120 Do Nothing 72.4 72.4 2023 MAINST 130 Preventive $107.43 72.4 73.6 2023 MAINST 140 Major Above Critical $52,644.31 68.7 100.0 2023 MAINST 20 Preventive $14.44 88.6 89.4 2023 MAINST 30 Do Nothing 81.5 81.5 2023 Year 2023 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 40 Preventive $25.49 87.5 88.3 2023 MAINST 50 Do Nothing 64.3 64.3 2023 MAINST 60 Do Nothing 58.6 58.6 2023 MAINST5RA 10 Preventive $24.43 85.0 85.8 2023 MAINST6RA 10 Do Nothing 95.7 95.7 2023 MARQUECT 10 Do Nothing 99.4 99.4 2023 NMAINST 10 Major Above Critical $35,340.32 67.6 100.0 2023 NMAINST 20 Do Nothing 84.1 84.1 2023 NMAINST 30 Major Above Critical $13,441.11 64.8 100.0 2023 NMAINST 40 Major Above Critical $40,054.12 68.9 100.0 2023 NMAINST 50 Do Nothing 77.5 77.5 2023 NMAINST 60 Do Nothing 78.9 78.9 2023 NMAINST 70 Major Above Critical $55,631.54 67.5 100.0 2023 NMAINST 80 Do Nothing 70.5 70.5 2023 OAKDLST 130 Do Nothing 76.4 76.4 2023 PARKAV 10 Do Nothing 91.7 91.7 2023 PARKAV 20 Do Nothing 92.6 92.6 2023 PARKAV 30 Do Nothing 59.4 59.4 2023 PARKAV 40 Do Nothing 71.6 71.6 2023 PARKAV 50 Stopgap $285.33 43.7 43.7 2023 PARKAV 60 Do Nothing 71.6 71.6 2023 PARKAV 70 Do Nothing 86.5 86.5 2023 PARKAV 80 Do Nothing 90.1 90.1 2023 PINEST 20 Do Nothing 79.8 79.8 2023 PINEST 30 Do Nothing 64.1 64.1 2023 ROSECT 10 Do Nothing 86.6 86.6 2023 SCHOONWY 10 Do Nothing 66.6 66.6 2023 SCHOONWY 20 Do Nothing 60.2 60.2 2023 SCHOONWY 30 Stopgap $24.37 50.2 50.2 2023 SLAKEBV 10 Stopgap $167.98 53.3 53.3 2023 STANTONCT 10 Do Nothing 81.6 81.6 2023 SUNBTTRNCT 10 Do Nothing 99.4 99.4 2023 SUNSETCT 10 Do Nothing 93.7 93.7 2023 TRYONPL 10 Do Nothing 91.7 91.7 2023 TRYONPL 20 Do Nothing 89.6 89.6 2023 TRYONPL 30 Preventive $11.03 89.6 90.3 2023 TRYONPL 40 Do Nothing 89.5 89.5 2023 TRYONPL 50 Do Nothing 88.0 88.0 2023 WAUSDR 10 Stopgap $175.68 42.7 42.7 2023 WAXBERCT 10 Do Nothing 68.4 68.4 2023 WHALERWY 10 Do Nothing 66.6 66.6 2023 WILBRICKRD 10 Do Nothing 91.7 91.7 2023 WILDMYCT 10 Do Nothing 85.7 85.7 2023 WILGARDR 10 Do Nothing 93.8 93.8 2023 WILGARDR 15 Do Nothing 88.7 88.7 2023 WILGARDR 30 Do Nothing 99.4 99.4 2023 Year 2023 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Do Nothing 91.7 91.7 2023 WILGARDR 50 Do Nothing 93.8 93.8 2023 WILGARRA 10 Do Nothing 91.7 91.7 2023 WILLAULN 10 Do Nothing 93.6 93.6 2023 WILLAULN 20 Do Nothing 93.8 93.8 2023 WILSTOLN 10 Do Nothing 82.0 82.0 2023 WINDERRD 10 Do Nothing 99.4 99.4 2023 WINDERRD 20 Do Nothing 99.4 99.4 2023 WINWILCT 10 Do Nothing 93.8 93.8 2023 WSECONDAV 10 Stopgap $698.96 42.3 42.3 2023 WSECONDAV 20 Do Nothing 89.8 89.8 2023 WSECONDAV 30 Do Nothing 86.6 86.6 2023 WSECONDAV 40 Do Nothing 56.4 56.4 2023 WSECONDAV 50 Do Nothing 81.5 81.5 2023 Total Cost $389,637.75 Year 2024 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Do Nothing 65.8 65.8 2024 BAYSHORDR 10 Do Nothing 66.1 66.1 2024 CARTERCR 10 Do Nothing 88.3 88.3 2024 CARTERCR 20 Do Nothing 85.4 85.4 2024 CEDARCT 10 Do Nothing 83.1 83.1 2024 CHASERD 10 Do Nothing 98.9 98.9 2024 CLIPPERCT 10 Stopgap $178.44 45.8 45.8 2024 CONROYWRD 10 Stopgap $163.64 50.6 50.6 2024 CONROYWRD 20 Do Nothing 98.9 98.9 2024 CONROYWRD 30 Major Above Critical $60,073.05 66.3 100.0 2024 CONROYWRD 40 Do Nothing 57.8 57.8 2024 DOWNPOLN 10 Do Nothing 91.9 91.9 2024 DOWNPOLN 30 Do Nothing 91.9 91.9 2024 DOWNPOLN 40 Do Nothing 91.9 91.9 2024 DOWNPORA 10 Do Nothing 91.9 91.9 2024 DOWNYONLN 10 Stopgap $10,697.87 0.0 0.0 2024 EFIFTHAV 40 Do Nothing 80.2 80.2 2024 ESIXTHAV 10 Do Nothing 84.5 84.5 2024 ESIXTHAV 20 Do Nothing 75.1 75.1 2024 ESIXTHAV 30 Major Above Critical $20,982.13 67.5 100.0 2024 ESIXTHAV 40 Preventive $21.19 88.5 89.3 2024 ESIXTHAV 50 Do Nothing 81.1 81.1 2024 ESIXTHAV 60 Do Nothing 98.9 98.9 2024 ESIXTHAV 70 Do Nothing 66.6 66.6 2024 ESIXTHAV 80 Major Above Critical $34,494.80 68.1 100.0 2024 HORIZONCR 10 Stopgap $892.34 34.0 34.0 2024 HORIZONCR 20 Stopgap $294.08 46.9 46.9 2024 HORIZONCT 10 Stopgap $154.78 30.6 30.6 2024 JENNIFLN 15 Stopgap $137.83 51.4 51.4 2024 JUSTAMCT 10 Stopgap $104.20 39.5 39.5 2024 KANEPARWY 10 Do Nothing 86.9 86.9 2024 LAKEBUTBV 10 Do Nothing 98.2 98.2 2024 LAKEBUTBV 20 Do Nothing 98.2 98.2 2024 LAKEBUTBV 30 Do Nothing 98.2 98.2 2024 LAKEBUTBV 40 Do Nothing 98.2 98.2 2024 LAKEST 20 Do Nothing 80.9 80.9 2024 LILYPADLN 10 Do Nothing 89.6 89.6 2024 LILYPADLN 20 Do Nothing 91.4 91.4 2024 MAINST 10 Stopgap $238.42 31.9 31.9 2024 MAINST 100 Preventive $91.32 82.4 83.3 2024 MAINST 110 Do Nothing 98.9 98.9 2024 MAINST 120 Major Above Critical $22,096.74 69.0 100.0 2024 MAINST 130 Preventive $134.75 70.2 71.4 2024 MAINST 140 Do Nothing 98.9 98.9 2024 MAINST 20 Preventive $30.94 87.1 87.9 2024 MAINST 30 Preventive $158.16 78.7 79.7 2024 Year 2024 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 40 Preventive $42.50 85.9 86.8 2024 MAINST 50 Do Nothing 60.4 60.4 2024 MAINST 60 Major Below Critical $35,754.74 54.5 100.0 2024 MAINST5RA 10 Preventive $33.60 83.3 84.2 2024 MAINST6RA 10 Do Nothing 94.0 94.0 2024 MARQUECT 10 Do Nothing 98.2 98.2 2024 NMAINST 10 Do Nothing 98.9 98.9 2024 NMAINST 20 Preventive $93.69 81.4 82.4 2024 NMAINST 30 Do Nothing 98.9 98.9 2024 NMAINST 40 Do Nothing 98.9 98.9 2024 NMAINST 50 Preventive $363.05 74.3 75.5 2024 NMAINST 60 Do Nothing 75.9 75.9 2024 NMAINST 70 Do Nothing 98.9 98.9 2024 NMAINST 80 Major Above Critical $15,546.40 67.0 100.0 2024 OAKDLST 130 Do Nothing 73.2 73.2 2024 PARKAV 10 Do Nothing 89.6 89.6 2024 PARKAV 20 Do Nothing 90.6 90.6 2024 PARKAV 30 Major Above Critical $92,228.80 55.4 100.0 2024 PARKAV 40 Major Above Critical $35,718.09 68.1 100.0 2024 PARKAV 50 Stopgap $397.34 39.0 39.0 2024 PARKAV 60 Major Above Critical $42,748.15 68.1 100.0 2024 PARKAV 70 Do Nothing 84.0 84.0 2024 PARKAV 80 Do Nothing 87.8 87.8 2024 PINEST 20 Do Nothing 76.8 76.8 2024 PINEST 30 Do Nothing 60.2 60.2 2024 ROSECT 10 Do Nothing 84.1 84.1 2024 SCHOONWY 10 Do Nothing 62.9 62.9 2024 SCHOONWY 20 Do Nothing 56.1 56.1 2024 SCHOONWY 30 Major Below Critical $11,146.33 45.7 100.0 2024 SLAKEBV 10 Stopgap $191.51 48.9 48.9 2024 STANTONCT 10 Do Nothing 78.8 78.8 2024 SUNBTTRNCT 10 Do Nothing 98.2 98.2 2024 SUNSETCT 10 Do Nothing 91.8 91.8 2024 TRYONPL 10 Do Nothing 89.6 89.6 2024 TRYONPL 20 Do Nothing 88.1 88.1 2024 TRYONPL 30 Do Nothing 88.1 88.1 2024 TRYONPL 40 Do Nothing 88.0 88.0 2024 TRYONPL 50 Do Nothing 85.6 85.6 2024 WAUSDR 10 Stopgap $252.24 38.0 38.0 2024 WAXBERCT 10 Do Nothing 64.8 64.8 2024 WHALERWY 10 Do Nothing 62.9 62.9 2024 WILBRICKRD 10 Do Nothing 89.6 89.6 2024 WILDMYCT 10 Do Nothing 83.1 83.1 2024 WILGARDR 10 Do Nothing 91.9 91.9 2024 WILGARDR 15 Do Nothing 86.4 86.4 2024 WILGARDR 30 Do Nothing 98.2 98.2 2024 Year 2024 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Do Nothing 89.6 89.6 2024 WILGARDR 50 Do Nothing 91.9 91.9 2024 WILGARRA 10 Do Nothing 89.6 89.6 2024 WILLAULN 10 Do Nothing 91.7 91.7 2024 WILLAULN 20 Do Nothing 91.9 91.9 2024 WILSTOLN 10 Do Nothing 79.2 79.2 2024 WINDERRD 10 Do Nothing 98.2 98.2 2024 WINDERRD 20 Do Nothing 98.2 98.2 2024 WINWILCT 10 Do Nothing 91.9 91.9 2024 WSECONDAV 10 Stopgap $1,014.70 37.5 37.5 2024 WSECONDAV 20 Do Nothing 88.3 88.3 2024 WSECONDAV 30 Do Nothing 84.1 84.1 2024 WSECONDAV 40 Stopgap $65.55 52.2 52.2 2024 WSECONDAV 50 Do Nothing 78.7 78.7 2024 Total Cost $386,541.36 Year 2025 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Do Nothing 62.1 62.1 2025 BAYSHORDR 10 Do Nothing 62.3 62.3 2025 CARTERCR 10 Do Nothing 85.9 85.9 2025 CARTERCR 20 Do Nothing 82.7 82.7 2025 CEDARCT 10 Do Nothing 80.3 80.3 2025 CHASERD 10 Do Nothing 97.6 97.6 2025 CLIPPERCT 10 Stopgap $244.09 41.2 41.2 2025 CONROYWRD 10 Major Below Critical $73,849.70 46.2 100.0 2025 CONROYWRD 20 Do Nothing 97.6 97.6 2025 CONROYWRD 30 Do Nothing 98.9 98.9 2025 CONROYWRD 40 Major Below Critical $171,494.38 53.7 100.0 2025 DOWNPOLN 10 Do Nothing 89.8 89.8 2025 DOWNPOLN 30 Preventive $13.59 89.8 90.6 2025 DOWNPOLN 40 Do Nothing 89.8 89.8 2025 DOWNPORA 10 Do Nothing 89.8 89.8 2025 DOWNYONLN 10 Stopgap $11,018.81 0.0 0.0 2025 EFIFTHAV 40 Do Nothing 77.2 77.2 2025 ESIXTHAV 10 Do Nothing 81.8 81.8 2025 ESIXTHAV 20 Preventive $451.51 71.9 73.0 2025 ESIXTHAV 30 Do Nothing 98.9 98.9 2025 ESIXTHAV 40 Preventive $44.49 87.0 87.9 2025 ESIXTHAV 50 Preventive $185.85 78.2 79.2 2025 ESIXTHAV 60 Do Nothing 97.6 97.6 2025 ESIXTHAV 70 Do Nothing 62.9 62.9 2025 ESIXTHAV 80 Do Nothing 98.9 98.9 2025 HORIZONCR 10 Stopgap $1,637.62 28.9 28.9 2025 HORIZONCR 20 Stopgap $409.24 42.3 42.3 2025 HORIZONCT 10 Stopgap $466.08 25.4 25.4 2025 JENNIFLN 15 Stopgap $184.71 47.0 47.0 2025 JUSTAMCT 10 Stopgap $157.24 34.6 34.6 2025 KANEPARWY 10 Do Nothing 84.4 84.4 2025 LAKEBUTBV 10 Do Nothing 96.8 96.8 2025 LAKEBUTBV 20 Do Nothing 96.8 96.8 2025 LAKEBUTBV 30 Do Nothing 96.8 96.8 2025 LAKEBUTBV 40 Do Nothing 96.8 96.8 2025 LAKEST 20 Do Nothing 78.0 78.0 2025 LILYPADLN 10 Preventive $26.56 87.3 88.1 2025 LILYPADLN 20 Do Nothing 89.3 89.3 2025 MAINST 10 Major Below Critical $45,447.04 26.7 100.0 2025 MAINST 100 Preventive $116.34 80.6 81.6 2025 MAINST 110 Do Nothing 97.6 97.6 2025 MAINST 120 Do Nothing 98.9 98.9 2025 MAINST 130 Major Above Critical $5,709.12 67.9 100.0 2025 MAINST 140 Do Nothing 97.6 97.6 2025 MAINST 20 Preventive $49.23 85.5 86.4 2025 MAINST 30 Preventive $245.88 76.7 77.8 2025 Year 2025 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 40 Preventive $61.31 84.3 85.1 2025 MAINST 50 Do Nothing 56.4 56.4 2025 MAINST 60 Do Nothing 98.9 98.9 2025 MAINST5RA 10 Preventive $43.72 81.5 82.4 2025 MAINST6RA 10 Do Nothing 92.1 92.1 2025 MARQUECT 10 Do Nothing 96.8 96.8 2025 NMAINST 10 Do Nothing 97.6 97.6 2025 NMAINST 20 Preventive $131.84 79.6 80.6 2025 NMAINST 30 Do Nothing 97.6 97.6 2025 NMAINST 40 Do Nothing 97.6 97.6 2025 NMAINST 50 Preventive $471.13 72.2 73.4 2025 NMAINST 60 Preventive $890.85 72.7 73.8 2025 NMAINST 70 Do Nothing 97.6 97.6 2025 NMAINST 80 Do Nothing 98.9 98.9 2025 OAKDLST 130 Do Nothing 69.9 69.9 2025 PARKAV 10 Preventive $25.87 87.3 88.1 2025 PARKAV 20 Do Nothing 88.4 88.4 2025 PARKAV 30 Do Nothing 98.9 98.9 2025 PARKAV 40 Do Nothing 98.9 98.9 2025 PARKAV 50 Stopgap $591.74 34.1 34.1 2025 PARKAV 60 Do Nothing 98.9 98.9 2025 PARKAV 70 Do Nothing 81.3 81.3 2025 PARKAV 80 Preventive $46.00 85.4 86.3 2025 PINEST 20 Do Nothing 73.6 73.6 2025 PINEST 30 Do Nothing 56.2 56.2 2025 ROSECT 10 Do Nothing 81.4 81.4 2025 SCHOONWY 10 Do Nothing 59.0 59.0 2025 SCHOONWY 20 Major Below Critical $67,705.32 51.9 100.0 2025 SCHOONWY 30 Do Nothing 98.9 98.9 2025 SLAKEBV 10 Stopgap $277.74 44.4 44.4 2025 STANTONCT 10 Do Nothing 75.7 75.7 2025 SUNBTTRNCT 10 Do Nothing 96.8 96.8 2025 SUNSETCT 10 Do Nothing 89.7 89.7 2025 TRYONPL 10 Preventive $43.53 87.3 88.1 2025 TRYONPL 20 Do Nothing 85.7 85.7 2025 TRYONPL 30 Do Nothing 85.7 85.7 2025 TRYONPL 40 Do Nothing 85.6 85.6 2025 TRYONPL 50 Do Nothing 83.0 83.0 2025 WAUSDR 10 Stopgap $366.54 33.0 33.0 2025 WAXBERCT 10 Do Nothing 61.0 61.0 2025 WHALERWY 10 Do Nothing 59.0 59.0 2025 WILBRICKRD 10 Preventive $85.35 87.3 88.1 2025 WILDMYCT 10 Do Nothing 80.3 80.3 2025 WILGARDR 10 Do Nothing 89.8 89.8 2025 WILGARDR 15 Do Nothing 83.8 83.8 2025 WILGARDR 30 Do Nothing 96.8 96.8 2025 Year 2025 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Preventive $51.76 87.3 88.1 2025 WILGARDR 50 Do Nothing 89.8 89.8 2025 WILGARRA 10 Preventive $36.60 87.3 88.1 2025 WILLAULN 10 Do Nothing 89.5 89.5 2025 WILLAULN 20 Do Nothing 89.8 89.8 2025 WILSTOLN 10 Do Nothing 76.2 76.2 2025 WINDERRD 10 Do Nothing 96.8 96.8 2025 WINDERRD 20 Do Nothing 96.8 96.8 2025 WINWILCT 10 Do Nothing 89.8 89.8 2025 WSECONDAV 10 Stopgap $1,460.47 32.6 32.6 2025 WSECONDAV 20 Preventive $31.99 85.9 86.8 2025 WSECONDAV 30 Do Nothing 81.4 81.4 2025 WSECONDAV 40 Stopgap $82.58 47.8 47.8 2025 WSECONDAV 50 Do Nothing 75.6 75.6 2025 Total Cost $384,155.80 Year 2026 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Do Nothing 58.1 58.1 2026 BAYSHORDR 10 Do Nothing 58.4 58.4 2026 CARTERCR 10 Do Nothing 83.4 83.4 2026 CARTERCR 20 Do Nothing 80.0 80.0 2026 CEDARCT 10 Do Nothing 77.4 77.4 2026 CHASERD 10 Do Nothing 96.2 96.2 2026 CLIPPERCT 10 Stopgap $364.20 36.4 36.4 2026 CONROYWRD 10 Do Nothing 98.9 98.9 2026 CONROYWRD 20 Do Nothing 96.2 96.2 2026 CONROYWRD 30 Do Nothing 97.6 97.6 2026 CONROYWRD 40 Do Nothing 98.9 98.9 2026 DOWNPOLN 10 Do Nothing 88.4 88.4 2026 DOWNPOLN 30 Do Nothing 88.4 88.4 2026 DOWNPOLN 40 Do Nothing 88.4 88.4 2026 DOWNPORA 10 Do Nothing 88.4 88.4 2026 DOWNYONLN 10 Do Nothing 0.0 0.0 2026 EFIFTHAV 40 Do Nothing 74.1 74.1 2026 ESIXTHAV 10 Do Nothing 78.9 78.9 2026 ESIXTHAV 20 Major Above Critical $20,086.99 69.7 100.0 2026 ESIXTHAV 30 Do Nothing 97.6 97.6 2026 ESIXTHAV 40 Preventive $70.45 85.4 86.3 2026 ESIXTHAV 50 Preventive $279.45 76.2 77.3 2026 ESIXTHAV 60 Do Nothing 96.2 96.2 2026 ESIXTHAV 70 Do Nothing 59.0 59.0 2026 ESIXTHAV 80 Do Nothing 97.6 97.6 2026 HORIZONCR 10 Stopgap $4,183.72 23.7 23.7 2026 HORIZONCR 20 Stopgap $594.10 37.5 37.5 2026 HORIZONCT 10 Stopgap $845.49 20.0 20.0 2026 JENNIFLN 15 Stopgap $257.51 42.4 42.4 2026 JUSTAMCT 10 Stopgap $248.54 29.6 29.6 2026 KANEPARWY 10 Do Nothing 81.8 81.8 2026 LAKEBUTBV 10 Do Nothing 95.2 95.2 2026 LAKEBUTBV 20 Do Nothing 95.2 95.2 2026 LAKEBUTBV 30 Do Nothing 95.2 95.2 2026 LAKEBUTBV 40 Do Nothing 95.2 95.2 2026 LAKEST 20 Do Nothing 74.9 74.9 2026 LILYPADLN 10 Do Nothing 85.7 85.7 2026 LILYPADLN 20 Do Nothing 87.8 87.8 2026 MAINST 10 Do Nothing 98.9 98.9 2026 MAINST 100 Preventive $194.00 78.7 79.7 2026 MAINST 110 Do Nothing 96.2 96.2 2026 MAINST 120 Do Nothing 97.6 97.6 2026 MAINST 130 Do Nothing 98.9 98.9 2026 MAINST 140 Do Nothing 96.2 96.2 2026 MAINST 20 Preventive $69.64 83.9 84.8 2026 MAINST 30 Preventive $342.27 74.7 75.8 2026 Year 2026 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 40 Preventive $82.03 82.5 83.5 2026 MAINST 50 Major Below Critical $40,936.05 52.2 100.0 2026 MAINST 60 Do Nothing 97.6 97.6 2026 MAINST5RA 10 Preventive $60.52 79.6 80.6 2026 MAINST6RA 10 Do Nothing 90.1 90.1 2026 MARQUECT 10 Do Nothing 95.2 95.2 2026 NMAINST 10 Do Nothing 96.2 96.2 2026 NMAINST 20 Preventive $225.29 77.6 78.7 2026 NMAINST 30 Do Nothing 96.2 96.2 2026 NMAINST 40 Do Nothing 96.2 96.2 2026 NMAINST 50 Major Above Critical $257,210.96 70.0 100.0 2026 NMAINST 60 Preventive $1,122.03 70.5 71.7 2026 NMAINST 70 Do Nothing 96.2 96.2 2026 NMAINST 80 Do Nothing 97.6 97.6 2026 OAKDLST 130 Do Nothing 66.3 66.3 2026 PARKAV 10 Preventive $42.01 85.7 86.6 2026 PARKAV 20 Preventive $17.89 86.9 87.7 2026 PARKAV 30 Do Nothing 97.6 97.6 2026 PARKAV 40 Do Nothing 97.6 97.6 2026 PARKAV 50 Stopgap $1,067.91 29.0 29.0 2026 PARKAV 60 Do Nothing 97.6 97.6 2026 PARKAV 70 Do Nothing 78.4 78.4 2026 PARKAV 80 Preventive $64.68 83.8 84.7 2026 PINEST 20 Do Nothing 70.3 70.3 2026 PINEST 30 Stopgap $260.19 52.0 52.0 2026 ROSECT 10 Do Nothing 78.5 78.5 2026 SCHOONWY 10 Major Below Critical $30,517.94 54.9 100.0 2026 SCHOONWY 20 Do Nothing 98.9 98.9 2026 SCHOONWY 30 Do Nothing 97.6 97.6 2026 SLAKEBV 10 Stopgap $377.51 39.7 39.7 2026 STANTONCT 10 Do Nothing 72.5 72.5 2026 SUNBTTRNCT 10 Do Nothing 95.2 95.2 2026 SUNSETCT 10 Do Nothing 88.2 88.2 2026 TRYONPL 10 Do Nothing 85.7 85.7 2026 TRYONPL 20 Do Nothing 83.1 83.1 2026 TRYONPL 30 Do Nothing 83.1 83.1 2026 TRYONPL 40 Do Nothing 83.0 83.0 2026 TRYONPL 50 Do Nothing 80.2 80.2 2026 WAUSDR 10 Stopgap $818.51 27.9 27.9 2026 WAXBERCT 10 Do Nothing 57.0 57.0 2026 WHALERWY 10 Major Below Critical $16,264.34 54.9 100.0 2026 WILBRICKRD 10 Preventive $138.92 85.7 86.6 2026 WILDMYCT 10 Do Nothing 77.4 77.4 2026 WILGARDR 10 Preventive $34.10 88.4 89.1 2026 WILGARDR 15 Do Nothing 81.1 81.1 2026 WILGARDR 30 Do Nothing 95.2 95.2 2026 Year 2026 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Do Nothing 85.7 85.7 2026 WILGARDR 50 Preventive $17.89 88.4 89.1 2026 WILGARRA 10 Preventive $59.45 85.7 86.6 2026 WILLAULN 10 Do Nothing 88.1 88.1 2026 WILLAULN 20 Preventive $37.10 88.4 89.1 2026 WILSTOLN 10 Do Nothing 73.0 73.0 2026 WINDERRD 10 Do Nothing 95.2 95.2 2026 WINDERRD 20 Do Nothing 95.2 95.2 2026 WINWILCT 10 Do Nothing 88.4 88.4 2026 WSECONDAV 10 Stopgap $3,500.91 27.4 27.4 2026 WSECONDAV 20 Do Nothing 84.3 84.3 2026 WSECONDAV 30 Do Nothing 78.5 78.5 2026 WSECONDAV 40 Stopgap $116.79 43.2 43.2 2026 WSECONDAV 50 Do Nothing 72.4 72.4 2026 Total Cost $380,509.37 Year 2027 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Stopgap $126.08 54.0 54.0 2027 BAYSHORDR 10 Major Below Critical $192,840.25 54.3 100.0 2027 CARTERCR 10 Do Nothing 80.6 80.6 2027 CARTERCR 20 Do Nothing 77.0 77.0 2027 CEDARCT 10 Do Nothing 74.3 74.3 2027 CHASERD 10 Do Nothing 94.5 94.5 2027 CLIPPERCT 10 Stopgap $512.93 31.4 31.4 2027 CONROYWRD 10 Do Nothing 97.6 97.6 2027 CONROYWRD 20 Do Nothing 94.5 94.5 2027 CONROYWRD 30 Do Nothing 96.2 96.2 2027 CONROYWRD 40 Do Nothing 97.6 97.6 2027 DOWNPOLN 10 Do Nothing 86.0 86.0 2027 DOWNPOLN 30 Do Nothing 86.0 86.0 2027 DOWNPOLN 40 Do Nothing 86.0 86.0 2027 DOWNPORA 10 Do Nothing 86.0 86.0 2027 DOWNYONLN 10 Do Nothing 0.0 0.0 2027 EFIFTHAV 40 Do Nothing 70.8 70.8 2027 ESIXTHAV 10 Do Nothing 75.9 75.9 2027 ESIXTHAV 20 Do Nothing 98.9 98.9 2027 ESIXTHAV 30 Do Nothing 96.2 96.2 2027 ESIXTHAV 40 Preventive $99.11 83.8 84.7 2027 ESIXTHAV 50 Do Nothing 74.2 74.2 2027 ESIXTHAV 60 Do Nothing 94.5 94.5 2027 ESIXTHAV 70 Major Below Critical $30,432.89 54.9 100.0 2027 ESIXTHAV 80 Do Nothing 96.2 96.2 2027 HORIZONCR 10 Do Nothing 18.2 18.2 2027 HORIZONCR 20 Stopgap $855.10 32.6 32.6 2027 HORIZONCT 10 Stopgap $1,598.40 14.5 14.5 2027 JENNIFLN 15 Stopgap $372.88 37.6 37.6 2027 JUSTAMCT 10 Stopgap $711.50 24.3 24.3 2027 KANEPARWY 10 Do Nothing 78.9 78.9 2027 LAKEBUTBV 10 Do Nothing 93.5 93.5 2027 LAKEBUTBV 20 Do Nothing 93.5 93.5 2027 LAKEBUTBV 30 Do Nothing 93.5 93.5 2027 LAKEBUTBV 40 Do Nothing 93.5 93.5 2027 LAKEST 20 Do Nothing 71.6 71.6 2027 LILYPADLN 10 Do Nothing 83.1 83.1 2027 LILYPADLN 20 Do Nothing 85.4 85.4 2027 MAINST 10 Do Nothing 97.6 97.6 2027 MAINST 100 Do Nothing 76.7 76.7 2027 MAINST 110 Do Nothing 94.5 94.5 2027 MAINST 120 Do Nothing 96.2 96.2 2027 MAINST 130 Do Nothing 97.6 97.6 2027 MAINST 140 Do Nothing 94.5 94.5 2027 MAINST 20 Preventive $91.88 82.1 83.1 2027 MAINST 30 Preventive $447.24 72.5 73.7 2027 Year 2027 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 40 Preventive $104.77 80.7 81.7 2027 MAINST 50 Do Nothing 98.9 98.9 2027 MAINST 60 Do Nothing 96.2 96.2 2027 MAINST5RA 10 Do Nothing 77.7 77.7 2027 MAINST6RA 10 Preventive $13.11 87.8 88.6 2027 MARQUECT 10 Do Nothing 93.5 93.5 2027 NMAINST 10 Do Nothing 94.5 94.5 2027 NMAINST 20 Do Nothing 75.6 75.6 2027 NMAINST 30 Do Nothing 94.5 94.5 2027 NMAINST 40 Do Nothing 94.5 94.5 2027 NMAINST 50 Do Nothing 98.9 98.9 2027 NMAINST 60 Do Nothing 68.2 68.2 2027 NMAINST 70 Do Nothing 94.5 94.5 2027 NMAINST 80 Do Nothing 96.2 96.2 2027 OAKDLST 130 Do Nothing 62.6 62.6 2027 PARKAV 10 Do Nothing 84.0 84.0 2027 PARKAV 20 Preventive $27.81 85.3 86.2 2027 PARKAV 30 Do Nothing 96.2 96.2 2027 PARKAV 40 Do Nothing 96.2 96.2 2027 PARKAV 50 Major Below Critical $132,346.26 23.8 100.0 2027 PARKAV 60 Do Nothing 96.2 96.2 2027 PARKAV 70 Do Nothing 75.4 75.4 2027 PARKAV 80 Do Nothing 82.0 82.0 2027 PINEST 20 Do Nothing 66.7 66.7 2027 PINEST 30 Stopgap $332.76 47.6 47.6 2027 ROSECT 10 Do Nothing 75.5 75.5 2027 SCHOONWY 10 Do Nothing 98.9 98.9 2027 SCHOONWY 20 Do Nothing 97.6 97.6 2027 SCHOONWY 30 Do Nothing 96.2 96.2 2027 SLAKEBV 10 Stopgap $573.50 34.8 34.8 2027 STANTONCT 10 Do Nothing 69.1 69.1 2027 SUNBTTRNCT 10 Do Nothing 93.5 93.5 2027 SUNSETCT 10 Do Nothing 85.8 85.8 2027 TRYONPL 10 Do Nothing 83.1 83.1 2027 TRYONPL 20 Do Nothing 80.4 80.4 2027 TRYONPL 30 Do Nothing 80.4 80.4 2027 TRYONPL 40 Do Nothing 80.2 80.2 2027 TRYONPL 50 Do Nothing 77.3 77.3 2027 WAUSDR 10 Stopgap $1,816.27 22.6 22.6 2027 WAXBERCT 10 Stopgap $115.84 52.8 52.8 2027 WHALERWY 10 Do Nothing 98.9 98.9 2027 WILBRICKRD 10 Do Nothing 84.0 84.0 2027 WILDMYCT 10 Do Nothing 74.3 74.3 2027 WILGARDR 10 Do Nothing 86.8 86.8 2027 WILGARDR 15 Do Nothing 78.2 78.2 2027 WILGARDR 30 Do Nothing 93.5 93.5 2027 Year 2027 - Current Budget ($400K/Year) Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Do Nothing 83.1 83.1 2027 WILGARDR 50 Do Nothing 86.8 86.8 2027 WILGARRA 10 Do Nothing 84.0 84.0 2027 WILLAULN 10 Do Nothing 85.7 85.7 2027 WILLAULN 20 Do Nothing 86.8 86.8 2027 WILSTOLN 10 Do Nothing 69.6 69.6 2027 WINDERRD 10 Do Nothing 93.5 93.5 2027 WINDERRD 20 Do Nothing 93.5 93.5 2027 WINWILCT 10 Do Nothing 86.0 86.0 2027 WSECONDAV 10 Stopgap $7,389.45 22.1 22.1 2027 WSECONDAV 20 Do Nothing 81.6 81.6 2027 WSECONDAV 30 Do Nothing 75.5 75.5 2027 WSECONDAV 40 Stopgap $165.22 38.5 38.5 2027 WSECONDAV 50 Do Nothing 69.0 69.0 2027 Total Cost $370,973.24 APPENDIX H – MAINTAIN CURRENT PCI BUDGET ANALYSIS RESULTS Year 2023 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $662.85 69.4 70.6 2023 BAYSHORDR 10 Preventive $2,765.71 69.6 70.8 2023 CARTERCR 10 Preventive $2.38 89.8 90.5 2023 CARTERCR 20 Preventive $140.54 87.8 88.6 2023 CEDARCT 10 Preventive $55.87 85.7 86.5 2023 CHASERD 10 Rehabilitation $36,463.39 66.9 100.0 2023 CLIPPERCT 10 Stopgap $122.32 50.3 50.3 2023 CONROYWRD 10 Stopgap $158.87 54.9 54.9 2023 CONROYWRD 20 Rehabilitation $87,831.57 59.7 100.0 2023 CONROYWRD 30 Preventive $1,890.61 68.6 69.8 2023 CONROYWRD 40 Preventive $7,947.22 61.8 63.1 2023 DOWNPOLN 10 Do Nothing 93.8 93.8 2023 DOWNPOLN 30 Do Nothing 93.8 93.8 2023 DOWNPOLN 40 Do Nothing 93.8 93.8 2023 DOWNPORA 10 Do Nothing 93.8 93.8 2023 DOWNYONLN 10 Stopgap $10,386.29 0.0 0.0 2023 EFIFTHAV 40 Preventive $18.25 83.0 83.9 2023 ESIXTHAV 10 Preventive $15.61 86.9 87.8 2023 ESIXTHAV 20 Preventive $172.80 78.2 79.2 2023 ESIXTHAV 30 Preventive $522.59 69.8 71.0 2023 ESIXTHAV 40 Preventive $0.39 90.0 90.7 2023 ESIXTHAV 50 Preventive $63.08 83.8 84.7 2023 ESIXTHAV 60 Rehabilitation $29,364.67 65.9 100.0 2023 ESIXTHAV 70 Preventive $393.54 70.1 71.3 2023 ESIXTHAV 80 Preventive $731.08 71.6 72.7 2023 HORIZONCR 10 Stopgap $600.98 38.9 38.9 2023 HORIZONCR 20 Stopgap $217.88 51.3 51.3 2023 HORIZONCT 10 Stopgap $111.36 35.6 35.6 2023 JENNIFLN 15 Preventive $3,264.95 55.6 57.1 2023 JUSTAMCT 10 Stopgap $76.14 44.2 44.2 2023 KANEPARWY 10 Preventive $14.66 89.2 90.0 2023 LAKEBUTBV 10 Do Nothing 99.4 99.4 2023 LAKEBUTBV 20 Do Nothing 99.4 99.4 2023 LAKEBUTBV 30 Do Nothing 99.4 99.4 2023 LAKEBUTBV 40 Do Nothing 99.4 99.4 2023 LAKEST 20 Preventive $35.59 83.6 84.5 2023 LILYPADLN 10 Do Nothing 91.7 91.7 2023 LILYPADLN 20 Do Nothing 93.4 93.4 2023 MAINST 10 Stopgap $168.04 36.9 36.9 2023 MAINST 20 Preventive $14.54 88.6 89.4 2023 MAINST 30 Preventive $84.70 81.5 82.5 2023 MAINST 40 Preventive $25.58 87.5 88.3 2023 MAINST 50 Preventive $1,387.57 64.2 65.5 2023 MAINST 60 Preventive $2,157.31 58.6 60.0 2023 MAINST 100 Preventive $68.74 84.1 85.0 2023 MAINST 110 Preventive $926.62 68.0 69.2 2023 Year 2023 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Preventive $454.77 72.4 73.5 2023 MAINST 130 Preventive $107.63 72.4 73.5 2023 MAINST 140 Preventive $1,896.51 68.7 69.9 2023 MAINST5RA 10 Preventive $24.47 84.9 85.8 2023 MAINST6RA 10 Do Nothing 95.7 95.7 2023 MARQUECT 10 Do Nothing 99.4 99.4 2023 NMAINST 10 Rehabilitation $35,377.21 67.5 100.0 2023 NMAINST 20 Preventive $62.58 84.1 85.0 2023 NMAINST 30 Rehabilitation $13,453.36 64.8 100.0 2023 NMAINST 40 Preventive $1,396.58 68.9 70.1 2023 NMAINST 50 Preventive $218.13 77.5 78.5 2023 NMAINST 60 Preventive $306.76 78.9 79.9 2023 NMAINST 70 Rehabilitation $55,689.31 67.4 100.0 2023 NMAINST 80 Preventive $340.73 70.5 71.7 2023 OAKDLST 130 Preventive $505.69 76.4 77.5 2023 PARKAV 10 Do Nothing 91.7 91.7 2023 PARKAV 20 Do Nothing 92.6 92.6 2023 PARKAV 30 Preventive $5,490.35 59.4 60.8 2023 PARKAV 40 Preventive $757.00 71.6 72.7 2023 PARKAV 50 Stopgap $285.65 43.7 43.7 2023 PARKAV 60 Preventive $906.00 71.6 72.7 2023 PARKAV 70 Preventive $220.47 86.5 87.4 2023 PARKAV 80 Do Nothing 90.1 90.1 2023 PINEST 20 Preventive $95.25 79.7 80.7 2023 PINEST 30 Preventive $3,324.29 64.0 65.3 2023 ROSECT 10 Preventive $14.26 86.6 87.5 2023 SCHOONWY 10 Preventive $828.05 66.6 67.9 2023 SCHOONWY 20 Preventive $3,406.17 60.1 61.5 2023 SCHOONWY 30 Rehabilitation $9,489.03 50.2 100.0 2023 SLAKEBV 10 Stopgap $167.98 53.3 53.3 2023 STANTONCT 10 Preventive $157.95 81.6 82.6 2023 SUNBTTRNCT 10 Do Nothing 99.4 99.4 2023 SUNSETCT 10 Do Nothing 93.7 93.7 2023 TRYONPL 10 Do Nothing 91.7 91.7 2023 TRYONPL 20 Preventive $5.03 89.6 90.3 2023 TRYONPL 30 Preventive $11.26 89.6 90.3 2023 TRYONPL 40 Preventive $3.17 89.4 90.2 2023 TRYONPL 50 Preventive $16.22 88.0 88.8 2023 WAUSDR 10 Stopgap $175.96 42.7 42.7 2023 WAXBERCT 10 Preventive $768.09 68.4 69.6 2023 WHALERWY 10 Preventive $441.30 66.6 67.9 2023 WILBRICKRD 10 Do Nothing 91.7 91.7 2023 WILDMYCT 10 Preventive $37.23 85.7 86.5 2023 WILGARDR 10 Do Nothing 93.8 93.8 2023 WILGARDR 15 Preventive $112.85 88.7 89.5 2023 WILGARDR 30 Do Nothing 99.4 99.4 2023 Year 2023 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Do Nothing 91.7 91.7 2023 WILGARDR 50 Do Nothing 93.8 93.8 2023 WILGARRA 10 Do Nothing 91.7 91.7 2023 WILLAULN 10 Do Nothing 93.6 93.6 2023 WILLAULN 20 Do Nothing 93.8 93.8 2023 WILSTOLN 10 Preventive $64.94 82.0 83.0 2023 WINDERRD 10 Do Nothing 99.4 99.4 2023 WINDERRD 20 Do Nothing 99.4 99.4 2023 WINWILCT 10 Do Nothing 93.8 93.8 2023 WSECONDAV 10 Stopgap $700.06 42.3 42.3 2023 WSECONDAV 20 Preventive $1.80 89.8 90.5 2023 WSECONDAV 30 Preventive $21.51 86.6 87.5 2023 WSECONDAV 40 Preventive $1,507.57 56.3 57.8 2023 WSECONDAV 50 Preventive $60.70 81.5 82.5 2023 Total Cost $327,768.15 Year 2024 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $1,080.99 67.1 68.3 2024 BAYSHORDR 10 Preventive $4,595.79 67.3 68.6 2024 CARTERCR 10 Preventive $17.13 88.3 89.1 2024 CARTERCR 20 Preventive $245.07 86.2 87.1 2024 CEDARCT 10 Preventive $79.65 84.0 84.9 2024 CHASERD 10 Do Nothing 98.9 98.9 2024 CLIPPERCT 10 Stopgap $178.79 45.8 45.8 2024 CONROYWRD 10 Stopgap $163.64 50.6 50.6 2024 CONROYWRD 20 Do Nothing 98.9 98.9 2024 CONROYWRD 30 Rehabilitation $60,131.79 66.2 100.0 2024 CONROYWRD 40 Preventive $9,806.54 59.2 60.6 2024 DOWNPOLN 10 Do Nothing 91.9 91.9 2024 DOWNPOLN 30 Do Nothing 91.9 91.9 2024 DOWNPOLN 40 Do Nothing 91.9 91.9 2024 DOWNPORA 10 Do Nothing 91.9 91.9 2024 DOWNYONLN 10 Stopgap $10,697.87 0.0 0.0 2024 EFIFTHAV 40 Preventive $23.57 81.2 82.2 2024 ESIXTHAV 10 Preventive $24.31 85.3 86.2 2024 ESIXTHAV 20 Preventive $259.51 76.2 77.3 2024 ESIXTHAV 30 Rehabilitation $21,004.11 67.5 100.0 2024 ESIXTHAV 40 Preventive $21.33 88.5 89.3 2024 ESIXTHAV 50 Preventive $83.26 82.1 83.0 2024 ESIXTHAV 60 Do Nothing 98.9 98.9 2024 ESIXTHAV 70 Preventive $673.85 67.8 69.1 2024 ESIXTHAV 80 Rehabilitation $32,228.26 69.3 100.0 2024 HORIZONCR 10 Stopgap $893.37 34.0 34.0 2024 HORIZONCR 20 Stopgap $294.49 46.9 46.9 2024 HORIZONCT 10 Stopgap $154.93 30.6 30.6 2024 JENNIFLN 15 Stopgap $137.83 52.9 52.9 2024 JUSTAMCT 10 Stopgap $104.43 39.5 39.5 2024 KANEPARWY 10 Preventive $44.03 87.8 88.6 2024 LAKEBUTBV 10 Do Nothing 98.2 98.2 2024 LAKEBUTBV 20 Do Nothing 98.2 98.2 2024 LAKEBUTBV 30 Do Nothing 98.2 98.2 2024 LAKEBUTBV 40 Do Nothing 98.2 98.2 2024 LAKEST 20 Preventive $46.63 81.8 82.8 2024 LILYPADLN 10 Preventive $4.31 89.6 90.3 2024 LILYPADLN 20 Do Nothing 91.4 91.4 2024 MAINST 10 Stopgap $238.79 31.9 31.9 2024 MAINST 20 Preventive $31.04 87.1 87.9 2024 MAINST 30 Preventive $116.73 79.7 80.7 2024 MAINST 40 Preventive $42.60 85.9 86.7 2024 MAINST 50 Preventive $1,817.41 61.8 63.1 2024 MAINST 60 Preventive $2,494.96 56.0 57.4 2024 MAINST 100 Preventive $91.54 82.4 83.3 2024 MAINST 110 Rehabilitation $26,906.92 65.6 100.0 2024 Year 2024 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Preventive $570.22 70.2 71.4 2024 MAINST 130 Preventive $134.95 70.2 71.4 2024 MAINST 140 Rehabilitation $61,307.51 66.3 100.0 2024 MAINST5RA 10 Preventive $33.69 83.2 84.2 2024 MAINST6RA 10 Do Nothing 94.0 94.0 2024 MARQUECT 10 Do Nothing 98.2 98.2 2024 NMAINST 10 Do Nothing 98.9 98.9 2024 NMAINST 20 Preventive $83.34 82.4 83.3 2024 NMAINST 30 Do Nothing 98.9 98.9 2024 NMAINST 40 Rehabilitation $46,682.91 66.6 100.0 2024 NMAINST 50 Preventive $313.65 75.5 76.5 2024 NMAINST 60 Preventive $488.24 77.0 78.0 2024 NMAINST 70 Do Nothing 98.9 98.9 2024 NMAINST 80 Rehabilitation $14,573.22 68.3 100.0 2024 OAKDLST 130 Preventive $696.81 74.4 75.5 2024 PARKAV 10 Preventive $4.20 89.6 90.3 2024 PARKAV 20 Do Nothing 90.6 90.6 2024 PARKAV 30 Preventive $6,374.61 56.8 58.2 2024 PARKAV 40 Preventive $1,070.08 69.3 70.5 2024 PARKAV 50 Stopgap $398.01 39.0 39.0 2024 PARKAV 60 Preventive $1,280.69 69.3 70.5 2024 PARKAV 70 Preventive $333.05 84.9 85.8 2024 PARKAV 80 Preventive $21.11 87.8 88.6 2024 PINEST 20 Preventive $166.73 77.8 78.9 2024 PINEST 30 Preventive $4,336.44 61.6 62.9 2024 ROSECT 10 Preventive $21.65 85.0 85.9 2024 SCHOONWY 10 Preventive $1,156.17 64.2 65.5 2024 SCHOONWY 20 Preventive $3,977.53 57.5 58.9 2024 SCHOONWY 30 Do Nothing 98.9 98.9 2024 SLAKEBV 10 Stopgap $191.99 48.9 48.9 2024 STANTONCT 10 Preventive $211.69 79.8 80.8 2024 SUNBTTRNCT 10 Do Nothing 98.2 98.2 2024 SUNSETCT 10 Do Nothing 91.8 91.8 2024 TRYONPL 10 Preventive $7.07 89.6 90.3 2024 TRYONPL 20 Preventive $21.67 88.1 88.9 2024 TRYONPL 30 Preventive $48.54 88.1 88.9 2024 TRYONPL 40 Preventive $11.85 88.0 88.8 2024 TRYONPL 50 Preventive $29.42 86.4 87.3 2024 WAUSDR 10 Stopgap $252.92 37.9 37.9 2024 WAXBERCT 10 Preventive $1,161.78 66.0 67.3 2024 WHALERWY 10 Preventive $616.18 64.2 65.5 2024 WILBRICKRD 10 Preventive $13.86 89.6 90.3 2024 WILDMYCT 10 Preventive $53.08 84.0 84.9 2024 WILGARDR 10 Do Nothing 91.9 91.9 2024 WILGARDR 15 Preventive $251.70 87.2 88.0 2024 WILGARDR 30 Do Nothing 98.2 98.2 2024 Year 2024 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Preventive $8.40 89.6 90.3 2024 WILGARDR 50 Do Nothing 91.9 91.9 2024 WILGARRA 10 Preventive $5.94 89.6 90.3 2024 WILLAULN 10 Do Nothing 91.6 91.6 2024 WILLAULN 20 Do Nothing 91.9 91.9 2024 WILSTOLN 10 Preventive $82.07 80.2 81.2 2024 WINDERRD 10 Do Nothing 98.2 98.2 2024 WINDERRD 20 Do Nothing 98.2 98.2 2024 WINWILCT 10 Do Nothing 91.9 91.9 2024 WSECONDAV 10 Stopgap $1,017.34 37.5 37.5 2024 WSECONDAV 20 Preventive $12.97 88.3 89.1 2024 WSECONDAV 30 Preventive $32.66 85.0 85.9 2024 WSECONDAV 40 Stopgap $65.55 53.6 53.6 2024 WSECONDAV 50 Preventive $83.66 79.7 80.7 2024 Total Cost $322,940.62 Year 2025 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $1,535.99 64.7 66.0 2025 BAYSHORDR 10 Preventive $6,596.47 64.9 66.2 2025 CARTERCR 10 Preventive $33.65 86.8 87.6 2025 CARTERCR 20 Preventive $360.69 84.6 85.5 2025 CEDARCT 10 Preventive $105.70 82.3 83.2 2025 CHASERD 10 Do Nothing 97.6 97.6 2025 CLIPPERCT 10 Stopgap $244.45 41.2 41.2 2025 CONROYWRD 10 Rehabilitation $73,912.35 46.2 100.0 2025 CONROYWRD 20 Do Nothing 97.6 97.6 2025 CONROYWRD 30 Do Nothing 98.9 98.9 2025 CONROYWRD 40 Preventive $11,369.71 56.6 58.0 2025 DOWNPOLN 10 Preventive $1.89 89.8 90.5 2025 DOWNPOLN 30 Preventive $14.21 89.8 90.5 2025 DOWNPOLN 40 Preventive $1.35 89.8 90.5 2025 DOWNPORA 10 Preventive $3.69 89.8 90.5 2025 DOWNYONLN 10 Stopgap $11,018.81 0.0 0.0 2025 EFIFTHAV 40 Preventive $34.91 79.3 80.3 2025 ESIXTHAV 10 Preventive $34.01 83.7 84.6 2025 ESIXTHAV 20 Preventive $354.33 74.2 75.3 2025 ESIXTHAV 30 Do Nothing 98.9 98.9 2025 ESIXTHAV 40 Preventive $44.76 87.0 87.8 2025 ESIXTHAV 50 Preventive $105.30 80.2 81.2 2025 ESIXTHAV 60 Do Nothing 97.6 97.6 2025 ESIXTHAV 70 Preventive $991.05 65.5 66.8 2025 ESIXTHAV 80 Do Nothing 98.9 98.9 2025 HORIZONCR 10 Stopgap $1,651.51 28.9 28.9 2025 HORIZONCR 20 Stopgap $409.67 42.3 42.3 2025 HORIZONCT 10 Stopgap $467.38 25.4 25.4 2025 JENNIFLN 15 Stopgap $162.81 48.5 48.5 2025 JUSTAMCT 10 Stopgap $157.43 34.6 34.6 2025 KANEPARWY 10 Preventive $76.83 86.2 87.0 2025 LAKEBUTBV 10 Do Nothing 96.8 96.8 2025 LAKEBUTBV 20 Do Nothing 96.8 96.8 2025 LAKEBUTBV 30 Do Nothing 96.8 96.8 2025 LAKEBUTBV 40 Do Nothing 96.8 96.8 2025 LAKEST 20 Preventive $58.74 80.0 81.0 2025 LILYPADLN 10 Preventive $18.67 88.1 88.9 2025 LILYPADLN 20 Preventive $6.19 89.3 90.0 2025 MAINST 10 Rehabilitation $45,447.04 26.7 100.0 2025 MAINST 20 Preventive $49.43 85.5 86.4 2025 MAINST 30 Preventive $201.44 77.7 78.8 2025 MAINST 40 Preventive $61.51 84.2 85.1 2025 MAINST 50 Preventive $2,241.60 59.2 60.6 2025 MAINST 60 Rehabilitation $38,225.46 53.2 100.0 2025 MAINST 100 Preventive $116.69 80.6 81.5 2025 MAINST 110 Do Nothing 98.9 98.9 2025 Year 2025 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Rehabilitation $24,149.34 67.9 100.0 2025 MAINST 130 Rehabilitation $5,715.23 67.9 100.0 2025 MAINST 140 Do Nothing 98.9 98.9 2025 MAINST5RA 10 Preventive $43.82 81.5 82.4 2025 MAINST6RA 10 Do Nothing 92.1 92.1 2025 MARQUECT 10 Do Nothing 96.8 96.8 2025 NMAINST 10 Do Nothing 97.6 97.6 2025 NMAINST 20 Preventive $106.23 80.6 81.5 2025 NMAINST 30 Do Nothing 97.6 97.6 2025 NMAINST 40 Do Nothing 98.9 98.9 2025 NMAINST 50 Preventive $418.86 73.4 74.5 2025 NMAINST 60 Preventive $686.03 74.9 76.0 2025 NMAINST 70 Do Nothing 97.6 97.6 2025 NMAINST 80 Do Nothing 98.9 98.9 2025 OAKDLST 130 Preventive $904.67 72.3 73.4 2025 PARKAV 10 Preventive $18.10 88.1 88.9 2025 PARKAV 20 Preventive $8.94 88.4 89.2 2025 PARKAV 30 Stopgap $282.79 54.1 54.1 2025 PARKAV 40 Rehabilitation $38,909.59 67.0 100.0 2025 PARKAV 50 Stopgap $592.61 34.1 34.1 2025 PARKAV 60 Rehabilitation $46,567.80 67.0 100.0 2025 PARKAV 70 Preventive $456.56 83.2 84.1 2025 PARKAV 80 Preventive $37.32 86.3 87.1 2025 PINEST 20 Preventive $244.63 75.8 76.9 2025 PINEST 30 Preventive $5,306.78 59.0 60.4 2025 ROSECT 10 Preventive $29.84 83.3 84.2 2025 SCHOONWY 10 Preventive $1,513.52 61.8 63.1 2025 SCHOONWY 20 Stopgap $182.26 54.9 54.9 2025 SCHOONWY 30 Do Nothing 97.6 97.6 2025 SLAKEBV 10 Stopgap $278.08 44.4 44.4 2025 STANTONCT 10 Preventive $370.58 77.9 78.9 2025 SUNBTTRNCT 10 Do Nothing 96.8 96.8 2025 SUNSETCT 10 Preventive $2.28 89.7 90.4 2025 TRYONPL 10 Preventive $30.45 88.1 88.9 2025 TRYONPL 20 Preventive $40.40 86.6 87.4 2025 TRYONPL 30 Preventive $90.47 86.6 87.4 2025 TRYONPL 40 Preventive $21.51 86.4 87.3 2025 TRYONPL 50 Preventive $44.12 84.8 85.7 2025 WAUSDR 10 Stopgap $367.14 33.0 33.0 2025 WAXBERCT 10 Preventive $1,591.48 63.6 64.9 2025 WHALERWY 10 Preventive $806.62 61.8 63.1 2025 WILBRICKRD 10 Preventive $60.01 88.1 88.9 2025 WILDMYCT 10 Preventive $70.44 82.3 83.2 2025 WILGARDR 10 Preventive $4.28 89.8 90.5 2025 WILGARDR 15 Preventive $406.53 85.6 86.5 2025 WILGARDR 30 Do Nothing 96.8 96.8 2025 Year 2025 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Preventive $36.39 88.1 88.9 2025 WILGARDR 50 Preventive $2.24 89.8 90.5 2025 WILGARRA 10 Preventive $25.61 88.1 88.9 2025 WILLAULN 10 Preventive $3.55 89.5 90.3 2025 WILLAULN 20 Preventive $4.65 89.8 90.5 2025 WILSTOLN 10 Preventive $145.01 78.3 79.3 2025 WINDERRD 10 Do Nothing 96.8 96.8 2025 WINDERRD 20 Do Nothing 96.8 96.8 2025 WINWILCT 10 Preventive $2.93 89.8 90.5 2025 WSECONDAV 10 Stopgap $1,463.20 32.5 32.5 2025 WSECONDAV 20 Preventive $25.46 86.8 87.6 2025 WSECONDAV 30 Preventive $45.02 83.3 84.2 2025 WSECONDAV 40 Stopgap $72.22 49.3 49.3 2025 WSECONDAV 50 Preventive $144.37 77.7 78.8 2025 Total Cost $328,445.65 Year 2026 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $2,032.11 62.3 63.6 2026 BAYSHORDR 10 Preventive $8,769.70 62.5 63.8 2026 CARTERCR 10 Preventive $51.83 85.2 86.1 2026 CARTERCR 20 Preventive $488.77 82.9 83.8 2026 CEDARCT 10 Preventive $134.28 80.5 81.5 2026 CHASERD 10 Do Nothing 96.2 96.2 2026 CLIPPERCT 10 Stopgap $365.07 36.4 36.4 2026 CONROYWRD 10 Do Nothing 98.9 98.9 2026 CONROYWRD 20 Do Nothing 96.2 96.2 2026 CONROYWRD 30 Do Nothing 97.6 97.6 2026 CONROYWRD 40 Rehabilitation $175,607.53 53.9 100.0 2026 DOWNPOLN 10 Preventive $15.14 88.3 89.1 2026 DOWNPOLN 30 Preventive $113.89 88.3 89.1 2026 DOWNPOLN 40 Preventive $10.82 88.3 89.1 2026 DOWNPORA 10 Preventive $29.59 88.3 89.1 2026 DOWNYONLN 10 Stopgap $11,349.37 0.0 0.0 2026 EFIFTHAV 40 Preventive $57.96 77.4 78.4 2026 ESIXTHAV 10 Preventive $44.79 81.9 82.9 2026 ESIXTHAV 20 Preventive $458.56 72.0 73.2 2026 ESIXTHAV 30 Do Nothing 97.6 97.6 2026 ESIXTHAV 40 Preventive $70.59 85.4 86.3 2026 ESIXTHAV 50 Preventive $185.23 78.3 79.4 2026 ESIXTHAV 60 Do Nothing 96.2 96.2 2026 ESIXTHAV 70 Preventive $1,337.00 63.1 64.4 2026 ESIXTHAV 80 Do Nothing 97.6 97.6 2026 HORIZONCR 10 Stopgap $4,198.02 23.6 23.6 2026 HORIZONCR 20 Stopgap $594.99 37.5 37.5 2026 HORIZONCT 10 Stopgap $846.86 20.0 20.0 2026 JENNIFLN 15 Stopgap $234.01 44.0 44.0 2026 JUSTAMCT 10 Stopgap $250.20 29.5 29.5 2026 KANEPARWY 10 Preventive $113.30 84.6 85.4 2026 LAKEBUTBV 10 Do Nothing 95.2 95.2 2026 LAKEBUTBV 20 Do Nothing 95.2 95.2 2026 LAKEBUTBV 30 Do Nothing 95.2 95.2 2026 LAKEBUTBV 40 Do Nothing 95.2 95.2 2026 LAKEST 20 Preventive $106.60 78.1 79.1 2026 LILYPADLN 10 Preventive $34.73 86.5 87.4 2026 LILYPADLN 20 Preventive $19.38 87.8 88.6 2026 MAINST 10 Do Nothing 98.9 98.9 2026 MAINST 20 Preventive $69.74 83.8 84.8 2026 MAINST 30 Preventive $294.27 75.8 76.8 2026 MAINST 40 Preventive $82.23 82.5 83.5 2026 MAINST 50 Preventive $2,600.08 56.6 58.0 2026 MAINST 60 Do Nothing 98.9 98.9 2026 MAINST 100 Preventive $195.07 78.7 79.7 2026 MAINST 110 Do Nothing 97.6 97.6 2026 Year 2026 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Do Nothing 98.9 98.9 2026 MAINST 130 Do Nothing 98.9 98.9 2026 MAINST 140 Do Nothing 97.6 97.6 2026 MAINST5RA 10 Preventive $60.96 79.6 80.6 2026 MAINST6RA 10 Do Nothing 90.1 90.1 2026 MARQUECT 10 Do Nothing 95.2 95.2 2026 NMAINST 10 Do Nothing 96.2 96.2 2026 NMAINST 20 Preventive $177.58 78.7 79.7 2026 NMAINST 30 Do Nothing 96.2 96.2 2026 NMAINST 40 Do Nothing 97.6 97.6 2026 NMAINST 50 Preventive $533.39 71.2 72.4 2026 NMAINST 60 Preventive $903.69 72.8 74.0 2026 NMAINST 70 Do Nothing 96.2 96.2 2026 NMAINST 80 Do Nothing 97.6 97.6 2026 OAKDLST 130 Preventive $1,131.77 70.1 71.3 2026 PARKAV 10 Preventive $33.74 86.6 87.4 2026 PARKAV 20 Preventive $17.94 86.9 87.7 2026 PARKAV 30 Stopgap $297.23 49.8 49.8 2026 PARKAV 40 Do Nothing 98.9 98.9 2026 PARKAV 50 Stopgap $1,073.97 29.0 29.0 2026 PARKAV 60 Do Nothing 98.9 98.9 2026 PARKAV 70 Preventive $592.31 81.4 82.4 2026 PARKAV 80 Preventive $55.36 84.7 85.5 2026 PINEST 20 Preventive $330.46 73.7 74.9 2026 PINEST 30 Preventive $6,153.23 56.4 57.8 2026 ROSECT 10 Preventive $38.80 81.6 82.5 2026 SCHOONWY 10 Preventive $1,865.34 59.2 60.6 2026 SCHOONWY 20 Rehabilitation $72,271.09 50.6 100.0 2026 SCHOONWY 30 Do Nothing 96.2 96.2 2026 SLAKEBV 10 Stopgap $378.19 39.7 39.7 2026 STANTONCT 10 Preventive $546.26 75.9 77.0 2026 SUNBTTRNCT 10 Do Nothing 95.2 95.2 2026 SUNSETCT 10 Preventive $12.31 88.2 89.0 2026 TRYONPL 10 Preventive $56.77 86.6 87.4 2026 TRYONPL 20 Preventive $61.23 84.9 85.8 2026 TRYONPL 30 Preventive $137.14 84.9 85.8 2026 TRYONPL 40 Preventive $32.25 84.8 85.7 2026 TRYONPL 50 Preventive $60.24 83.1 84.0 2026 WAUSDR 10 Stopgap $823.88 27.9 27.9 2026 WAXBERCT 10 Preventive $2,059.41 61.1 62.5 2026 WHALERWY 10 Preventive $994.12 59.2 60.6 2026 WILBRICKRD 10 Preventive $111.62 86.5 87.4 2026 WILDMYCT 10 Preventive $89.49 80.5 81.5 2026 WILGARDR 10 Preventive $34.49 88.3 89.1 2026 WILGARDR 15 Preventive $577.52 84.0 84.8 2026 WILGARDR 30 Do Nothing 95.2 95.2 2026 Year 2026 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Preventive $67.68 86.5 87.4 2026 WILGARDR 50 Preventive $18.09 88.3 89.1 2026 WILGARRA 10 Preventive $47.74 86.6 87.4 2026 WILLAULN 10 Preventive $14.92 88.1 88.9 2026 WILLAULN 20 Preventive $37.52 88.3 89.1 2026 WILSTOLN 10 Preventive $220.15 76.3 77.4 2026 WINDERRD 10 Do Nothing 95.2 95.2 2026 WINDERRD 20 Do Nothing 95.2 95.2 2026 WINWILCT 10 Preventive $23.62 88.3 89.1 2026 WSECONDAV 10 Stopgap $3,521.76 27.4 27.4 2026 WSECONDAV 20 Preventive $39.22 85.2 86.1 2026 WSECONDAV 30 Preventive $58.54 81.6 82.5 2026 WSECONDAV 40 Stopgap $105.67 44.8 44.8 2026 WSECONDAV 50 Preventive $210.90 75.8 76.8 2026 Total Cost $306,639.31 Year 2027 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year BAYMEADCT 10 Preventive $2,555.32 59.7 61.1 2027 BAYSHORDR 10 Preventive $11,128.33 60.0 61.4 2027 CARTERCR 10 Preventive $72.01 83.5 84.4 2027 CARTERCR 20 Preventive $628.80 81.1 82.1 2027 CEDARCT 10 Preventive $227.10 78.6 79.6 2027 CHASERD 10 Do Nothing 94.5 94.5 2027 CLIPPERCT 10 Stopgap $513.69 31.4 31.4 2027 CONROYWRD 10 Do Nothing 97.6 97.6 2027 CONROYWRD 20 Do Nothing 94.5 94.5 2027 CONROYWRD 30 Do Nothing 96.2 96.2 2027 CONROYWRD 40 Do Nothing 98.9 98.9 2027 DOWNPOLN 10 Preventive $29.79 86.8 87.7 2027 DOWNPOLN 30 Preventive $224.12 86.8 87.7 2027 DOWNPOLN 40 Preventive $21.28 86.8 87.7 2027 DOWNPORA 10 Preventive $58.23 86.8 87.7 2027 DOWNYONLN 10 Stopgap $11,689.86 0.0 0.0 2027 EFIFTHAV 40 Preventive $83.17 75.4 76.5 2027 ESIXTHAV 10 Preventive $56.45 80.1 81.1 2027 ESIXTHAV 20 Rehabilitation $20,507.35 69.8 100.0 2027 ESIXTHAV 30 Do Nothing 96.2 96.2 2027 ESIXTHAV 40 Preventive $99.26 83.8 84.7 2027 ESIXTHAV 50 Preventive $280.92 76.4 77.4 2027 ESIXTHAV 60 Do Nothing 94.5 94.5 2027 ESIXTHAV 70 Preventive $1,713.60 60.6 61.9 2027 ESIXTHAV 80 Do Nothing 96.2 96.2 2027 HORIZONCR 10 Stopgap $7,756.44 18.2 18.2 2027 HORIZONCR 20 Stopgap $856.24 32.6 32.6 2027 HORIZONCT 10 Stopgap $1,600.99 14.4 14.4 2027 JENNIFLN 15 Stopgap $322.77 39.3 39.3 2027 JUSTAMCT 10 Stopgap $713.27 24.3 24.3 2027 KANEPARWY 10 Preventive $153.08 82.8 83.8 2027 LAKEBUTBV 10 Do Nothing 93.5 93.5 2027 LAKEBUTBV 20 Do Nothing 93.5 93.5 2027 LAKEBUTBV 30 Do Nothing 93.5 93.5 2027 LAKEBUTBV 40 Do Nothing 93.5 93.5 2027 LAKEST 20 Preventive $159.19 76.1 77.2 2027 LILYPADLN 10 Preventive $52.61 84.9 85.8 2027 LILYPADLN 20 Preventive $34.03 86.2 87.1 2027 MAINST 10 Do Nothing 97.6 97.6 2027 MAINST 20 Preventive $92.10 82.1 83.1 2027 MAINST 30 Preventive $396.13 73.7 74.8 2027 MAINST 40 Preventive $104.98 80.7 81.7 2027 MAINST 50 Rehabilitation $40,146.93 53.9 100.0 2027 MAINST 60 Do Nothing 97.6 97.6 2027 MAINST 100 Preventive $303.75 76.7 77.8 2027 MAINST 110 Do Nothing 96.2 96.2 2027 Year 2027 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year MAINST 120 Do Nothing 97.6 97.6 2027 MAINST 130 Do Nothing 97.6 97.6 2027 MAINST 140 Do Nothing 96.2 96.2 2027 MAINST5RA 10 Preventive $104.61 77.7 78.7 2027 MAINST6RA 10 Preventive $13.28 87.8 88.6 2027 MARQUECT 10 Do Nothing 93.5 93.5 2027 NMAINST 10 Do Nothing 94.5 94.5 2027 NMAINST 20 Preventive $276.53 76.7 77.8 2027 NMAINST 30 Do Nothing 94.5 94.5 2027 NMAINST 40 Do Nothing 96.2 96.2 2027 NMAINST 50 Rehabilitation $23,250.23 69.0 100.0 2027 NMAINST 60 Preventive $1,140.28 70.6 71.8 2027 NMAINST 70 Do Nothing 94.5 94.5 2027 NMAINST 80 Do Nothing 96.2 96.2 2027 OAKDLST 130 Preventive $1,949.98 67.8 69.0 2027 PARKAV 10 Preventive $50.95 84.9 85.8 2027 PARKAV 20 Preventive $27.92 85.3 86.2 2027 PARKAV 30 Rehabilitation $134,761.26 45.3 100.0 2027 PARKAV 40 Do Nothing 97.6 97.6 2027 PARKAV 50 Stopgap $2,771.71 23.7 23.7 2027 PARKAV 60 Do Nothing 97.6 97.6 2027 PARKAV 70 Preventive $829.11 79.6 80.6 2027 PARKAV 80 Preventive $75.04 83.0 83.9 2027 PINEST 20 Preventive $423.85 71.6 72.8 2027 PINEST 30 Stopgap $268.00 53.7 53.7 2027 ROSECT 10 Preventive $52.80 79.7 80.7 2027 SCHOONWY 10 Preventive $2,163.51 56.6 58.0 2027 SCHOONWY 20 Do Nothing 98.9 98.9 2027 SCHOONWY 30 Do Nothing 94.5 94.5 2027 SLAKEBV 10 Stopgap $574.21 34.8 34.8 2027 STANTONCT 10 Preventive $737.47 73.8 74.9 2027 SUNBTTRNCT 10 Do Nothing 93.5 93.5 2027 SUNSETCT 10 Preventive $23.40 86.7 87.5 2027 TRYONPL 10 Preventive $85.73 84.9 85.8 2027 TRYONPL 20 Preventive $83.86 83.3 84.2 2027 TRYONPL 30 Preventive $187.83 83.3 84.2 2027 TRYONPL 40 Preventive $43.97 83.1 84.0 2027 TRYONPL 50 Preventive $78.04 81.3 82.3 2027 WAUSDR 10 Stopgap $1,821.81 22.6 22.6 2027 WAXBERCT 10 Preventive $2,483.35 58.6 60.0 2027 WHALERWY 10 Preventive $1,153.03 56.6 58.0 2027 WILBRICKRD 10 Preventive $169.05 84.9 85.8 2027 WILDMYCT 10 Preventive $151.34 78.6 79.6 2027 WILGARDR 10 Preventive $67.69 86.8 87.6 2027 WILGARDR 15 Preventive $766.62 82.2 83.2 2027 WILGARDR 30 Do Nothing 93.5 93.5 2027 Year 2027 - Maintain Current PCI Level Branch ID Section ID M&R Type Total Cost PCI Before PCI After Work Year WILGARDR 40 Preventive $102.51 84.9 85.8 2027 WILGARDR 50 Preventive $35.50 86.8 87.6 2027 WILGARRA 10 Preventive $72.10 84.9 85.8 2027 WILLAULN 10 Preventive $27.63 86.5 87.4 2027 WILLAULN 20 Preventive $73.64 86.8 87.6 2027 WILSTOLN 10 Preventive $301.89 74.3 75.4 2027 WINDERRD 10 Do Nothing 93.5 93.5 2027 WINDERRD 20 Do Nothing 93.5 93.5 2027 WINWILCT 10 Preventive $46.35 86.8 87.6 2027 WSECONDAV 10 Stopgap $7,410.92 22.1 22.1 2027 WSECONDAV 20 Preventive $54.49 83.5 84.4 2027 WSECONDAV 30 Preventive $79.67 79.7 80.7 2027 WSECONDAV 40 Rehabilitation $36,783.83 40.1 100.0 2027 WSECONDAV 50 Preventive $283.90 73.7 74.8 2027 Total Cost $324,440.65 APPENDIX I – 20-YEAR REHABILITATION STRATEGY 20-Year Rehabilitation Strategy 2023 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost CONROYWRD 10 Arterial AC 24 662 15,893 31,785.60$ CONROYWRD 20 Arterial AC 35 862 30,184 87,831.57$ CONROYWRD 30 Arterial AC 35 756 26,460 52,920.00$ CONROYWRD 40 Arterial AC 35 1309 45,819 91,637.00$ MAINST 110 Arterial AC 25 459 11,475 23,199.76$ MAINST 120 Arterial AC 25 449 11,235 22,470.00$ MAINST 130 Arterial AC 25 100 2,659 5,317.79$ MAINST 140 Arterial AC 25 1084 27,110 52,702.99$ TOTAL 367,864.72$ 2024 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost PARKAV 30 Collector AC 25 1067 26,665 92,285.19$ PARKAV 40 Collector AC 25 692 17,300 35,737.29$ PARKAV 50 Collector AC 25 702 17,550 78,975.00$ PARKAV 60 Collector AC 25 828 20,705 42,771.13$ SCHOONWY 10 Residential AC 23 357 8,211 16,422.00$ SCHOONWY 20 Residential AC 23 747 17,186 58,110.11$ SCHOONWY 30 Residential AC 22 111 2,438 11,155.67$ TOTAL 335,456.40$ 2025 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost MAINST 10 Arterial AC 18 355 6,394 50,000.00$ MAINST 50 Arterial AC 22 462 10,173 40,958.97$ MAINST 60 Arterial AC 22 458 10,072 45,322.20$ PINEST 20 Residential AC 20 431 8,630 18,000.00$ PINEST 30 Residential AC 20 1191 23,820 96,550.47$ WHALERWY 10 Residential AC 20 219 4,376 16,274.20$ TOTAL 267,105.84$ 2026 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost WSECONDAV 10 Residential AC 15 2633 39,494 264,606.45$ WSECONDAV 40 Residential AC 16 398 6,366 38,643.57$ BAYMEADCT 10 Residential AC 20 560 11,206 44,120.51$ BAYSHORDR 10 Residential AC 20 2469 49,386 193,012.21$ TOTAL 540,382.75$ 2027 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost ESIXTHAV 70 Arterial AC 25 318 7,940 30,460.54$ HORIZONCT 10 Residential AC 21 145 3,878 29,244.61$ WAXBERCT 10 Residential AC 24 429 10,296 42,018.16$ CLIPPERCT 10 Residential AC 20 612 12,236 95,041.05$ SLAKEBV 10 Residential AC 13 1293 16,804 130,520.66$ TOTAL 327,285.02$ 2028 20-Year Rehabilitation Strategy Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost JENNIFLN 15 Residential PCC 20 669 13,386 152,462.29$ ESIXTHAV 50 Arterial AC 25 407 10,165 22,128.31$ JUSTAMCT 10 Residential AC 19 254 4,818 38,548.89$ OAKDLST 130 Residential AC 17 1223 20,800 85,395.43$ TOTAL 298,534.92$ 2029 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost NMAINST 10 Arterial AC 24 713 17,114 71,880.48$ NMAINST 20 Arterial AC 24 442 10,608 26,447.38$ NMAINST 30 Arterial AC 24 237 5,683 23,869.44$ NMAINST 40 Arterial AC 24 869 20,858 87,605.28$ NMAINST 50 Arterial AC 24 450 10,800 33,480.00$ NMAINST 60 Arterial AC 24 890 21,358 94,476.46$ WAUSDR 10 Residential AC 16 636 10,178 83,867.09$ TOTAL 421,626.14$ 2030 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost STANTONCT 10 Residential AC 22 856 18,828 84,390.54$ WILSTOLN 10 Residential AC 23 354 8,137 35,815.60$ WSECONDAV 50 Residential AC 16 447 7,149 32,192.16$ TOTAL 152,398.29$ 2031 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost HORIZONCR 20 Residential AC 21 1038 21,796 179,606.08$ HORIZONCR 10 Residential AC 21 1290 27,101 236,917.95$ LAKEST 20 Residential AC 20 277 5,544 26,459.74$ TOTAL 442,983.77$ 2032 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost CEDARCT 10 Residential AC 24 538 12,905 64,867.83$ DOWNYONLN 10 Residential AC 18 962 17,311 155,872.68$ ESIXTHAV 10 Residential AC 25 202 5,060 23,900.40$ ROSECT 10 Residential AC 24 175 4,205 20,181.19$ TOTAL 264,822.10$ 2033 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost WILDMYCT 10 Residential AC 20 430 8,600 43,229.14$ WSECONDAV 30 Residential AC 16 396 6,344 30,448.40$ KANEPARWY 10 Residential AC 24 792 19,013 92,526.32$ TOTAL 166,203.86$ 2034 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost TRYONPL 50 Residential AC 25 320 8,008 41,675.35$ 20-Year Rehabilitation Strategy TRYONPL 20 Residential AC 25 460 11,047 58,847.17$ TRYONPL 30 Residential AC 25 990 24,743 131,800.46$ TRYONPL 40 Residential AC 25 227 5,683 30,453.68$ TRYONPL 10 Residential AC 26 580 15,072 75,923.62$ TOTAL 338,700.27$ 2035 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost CARTERCR 10 Residential AC 24 410 9,838 55,285.69$ WILGARDR 10 Residential AC 26 726 18,873 52,845.52$ WILGARDR 15 Residential AC 26 3361 87,386 393,237.00$ WILGARDR 30 Residential AC 26 398 10,340 15,510.30$ WILGARDR 40 Residential AC 26 689 17,922 94,345.40$ WILGARDR 50 Residential AC 26 381 9,898 27,714.96$ TOTAL 638,938.87$ 2036 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost MAINST 100 Arterial AC 25 466 11,653 64,920.92$ LILYPADLN 10 Residential AC 23 400 9,198 51,706.56$ LILYPADLN 20 Residential AC 23 350 8,055 42,468.63$ MAINST5RA 10 Arterial PCC 21 231 4,843 47,447.35$ PARKAV 80 Collector AC 35 270 9,468 53,503.61$ SUNSETCT 10 Residential AC 18 347 6,251 32,230.47$ TOTAL 292,277.55$ 2037 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost DOWNPORA 10 Residential AC 22 740 16,284 89,142.78$ DOWNPOLN 10 Residential AC 24 347 8,330 27,490.32$ DOWNPOLN 30 Residential AC 24 2611 62,674 206,822.88$ DOWNPOLN 40 Residential AC 24 248 5,952 33,986.37$ TOTAL 357,442.35$ 2038 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost WILBRICKRD 10 Collector AC 34 869 29,556 170,191.43$ MAINST 40 Arterial AC 22 457 10,050 58,900.23$ MAINST 30 Arterial AC 22 453 9,975 44,886.60$ MAINST 20 Arterial AC 22 471 10,362 63,683.92$ WILGARRA 10 Collector AC 17 746 12,675 71,425.20$ TOTAL 409,087.39$ 2039 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost ESIXTHAV 40 Arterial AC 25 564 14,105 80,601.49$ WILLAULN 10 Residential AC 23 307 7,066 36,714.50$ WILLAULN 20 Residential AC 23 893 20,532 160,333.64$ WINWILCT 10 Residential AC 23 562 12,924 100,920.21$ TOTAL 378,569.85$ 2040 20-Year Rehabilitation Strategy Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost SUNBTTRNCT 10 Residential AC 22 816 17,945 105,455.78$ MAINST6RA 10 Arterial PCC 21 256 5,380 55,932.73$ MAINST5RA 10 Arterial PCC 21 231 4,843 49,878.78$ TOTAL 211,267.28$ 2041 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost LAKEBUTBV 10 Residential AC 18 5325 95,848 431,316.90$ LAKEBUTBV 20 Residential AC 22 1376 30,281 136,263.60$ LAKEBUTBV 30 Residential AC 22 568 12,507 81,960.94$ LAKEBUTBV 40 Residential AC 22 80 1,758 11,049.23$ TOTAL 6660,590.66$ 2042 Branch ID Section IID Rank Surface Type Width (Feet)Length (Feet)Area (Square Feet)Cost MARQUECT 10 Residential AC 24 1275 30,614 220,000$ PARAV 10 Collector AC 25 358 8,957 54,934$ PARAV 20 Collector AC 25 209 5,245 29,061$ PARAV 70 Collector AC 30 2109 63,282 136,944$ TOTAL 4440,939 APPENDIX B CERTIFICATE OF INSURANCE INSR ADDLSUBR LTR INSR WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC # Y / N N / A (Mandatory in NH) ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED $PREMISES (Ea occurrence)CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: LOCJECT COMBINED SINGLE LIMIT $(Ea accident) BODILY INJURY (Per person) $ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS AUTOS ONLY HIRED PROPERTY DAMAGE $AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $$ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below POLICY NON-OWNED SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03) ACORDTM CERTIFICATE OF LIABILITY INSURANCE Continental Insurance Company Continental Casualty Company CNA Insurance Group 2/27/2024 USI Insurance Services LLC 101 West Main St Suite 900 Norfolk, VA 23510 866 757-4234 Diane Brown 304-347-0629 610-537-1948 Diane.Brown@usi.com Quality Engineering Solutions, Inc. PO Box 891 Cochranton, PA 16314 35289 20443 A18313 A X X 7014650707 03/01/2024 03/01/2025 1,000,000 500,000 15,000 1,000,000 2,000,000 2,000,000 A X X X 7014650691 03/01/2024 03/01/2025 1,000,000 A X X X 10000 7014650660 03/01/2024 03/01/2025 10,000,000 10,000,000 B N WC714650688 WC714650674 CA 03/01/2024 03/01/2024 03/01/2025 03/01/2025 X 1,000,000 1,000,000 1,000,000 Evidence of Coverage Quality Engineering Solutions, Inc. PO Box 891 Cochanton, PA 16314 1 of 1 #S43861412/M43858455 QUALIENG2Client#: 1109014 SQKZR 1 of 1 #S43861412/M43858455 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 10/15/2024 Inszone Insurance Services, LLC 2721 Citrus Road, Suite A Rancho Cordova, CA 95742 Certificate Team 877-308-9663 916-400-2625 certs@inszoneins.com License#: 0F82764 Hudson Insurance Company 25054 QUALENG-01 Twin City Fire Insurance Company 29459Quality Engineering Solution, Inc. PO Box 891 Cochranton, PA 16314 1940801299 A B B Professional Liability Employment Practices Liability Directors & Officers PRB 06 19 119713 57 KB 0378249-24 57 KB 0378249-24 10/8/2024 4/21/2024 4/21/2024 10/8/2025 4/21/2025 4/21/2025 Aggregate/Each Claim Aggregate/Occurrence Aggregate/Occurrence 2,000,000 2,000,000 2,000,000 Verification Of Insurance