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HomeMy WebLinkAboutPR 24052: AUTHORIZATION TO SUBMIT PROJECTS FOR THE TXDOT, HSIP City of or! rt www.PortArthurTx.gov INTEROFFICE MEMORANDUM Date: December 4, 2024 To: The Honorable Mayor and City Council Through: Ronald Burton, CPM, City Manager 41 From: Flozelle Roberts, EIT,MEng, MBA, CPM, Director of Public Work ♦i RE: P.R. No. 24052—Authorization to Submit Projects for the Texas D rtment of Transportation's (TxDOT) Highway Safety Improvements Program (HSIP) Introduction: Proposed Resolution No. 24052 seeks the City Council's approval to submit projects for the Texas Department of Transportation's Highway Safety Improvements Program(HSIP). Background: The Texas Department of Transportation(TxDOT)continuously strives to improve safety within its on- and off-system networks. One method that TxDOT uses to accomplish this goal is implementing its Highway Safety Improvements Program, which funds the construction of highway safety projects that use data-driven methods to eliminate or reduce the number and severity of traffic crashes. TxDOT,through the Beaumont Area Office,has issued a call for project proposals. The City of Port Arthur has been invited to submit off-system projects and to support TxDOT's submission of on-system projects for the fiscal year ending 2028. (On-system projects are those that are on the state highway system and will be designed by TxDOT. Off-system projects are those that are not on the state highway system and will be designed by the local governmental entity.) The HSIP is a federally-funded program in which program funds are eligible to cover 90 percent of project construction costs. The remaining 10 percent of construction costs must be borne by the local governmental entity. "Remember,we are here to serve the Citizens of Port Arthur" 444 4th Street X Port Arthur,Texas 77641-1089 X 409.983.8182 X FAX 409.983.8294 Budget Impact: There will be no budgetary impact to submit applications for the Highway Safety Improvements Program. Recommendation: The City Council is recommended to approve P.R. 24052 authorizing the City Manager to submit applications for the Highway Safety Improvements Program to the Texas Department of Transportation's Beaumont Area Office. "Remember,we are here to serve the Citizens of Port Arthur" P.O.Box 1089 X Port Arthur,Texas 77641-1089 X 409.983.8101 X FAX 409.982.6743 P.R.No.24052 12/04/2024 FCR Page 1 of 3 RESOLUTION NO. A RESOLUTION AUTHORIZING THE CITY MANAGER TO SUBMIT PROJECTS FOR THE TEXAS DEPARTMENT OF TRANSPORTATION'S HIGHWAY SAFETY IMPROVEMENTS PROGRAM TO PROVIDE FUNDING FOR THE CONSTRUCTION OF TRAFFIC SAFETY IMPROVEMENT PROJECTS. THERE WILL BE NO BUDGETARY IMPACT FOR THE APPLICATION. WHEREAS, the Texas Department of Transportation (TxDOT) has implemented the Highway Safety Improvements Program (HSIP), which funds the construction of highway safety project to eliminate or reduce the number and severity of traffic crashes; and, WHEREAS, the TxDOT Beaumont Area Office has invited the City of Port Arthur to submit off-system projects and to support TxDOT's submission of on-system projects within the City's limits for the fiscal year ending 2028; and, WHEREAS,the HSIP is a federally-funded program that is subject to the terms outlined in Exhibit A; and, WHEREAS,the HSIP is a federally-funded program in which program funds are eligible to cover 90 percent of project construction costs.The remaining 10 percent of construction costs must be borne by the local governmental entity; now,therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PORT ARTHUR: THAT,the fact and opinions in the preamble are true and correct; and, THAT,the City Council hereby authorizes the City Manager to submit applications to the Texas Department of Transportation for the Highway Safety Improvements Program; and, P.R.No.24052 12/04/2024 FCR Page 2 of 3 THAT, a copy of the caption of this resolution be spread upon the minutes of the City Council. READ,ADOPTED,AND APPROVED,this day of ,2024 AD, at a regular meeting of the City Council of the City of Port Arthur, Texas, by the following vote:AYES:Mayor: Councilmembers: NOES: Thurman Bill Bartie Mayor ATTEST: Sherri Bellard, TRMC City Secretary APPROVED AS TO FORM: Roxann Pais Cotroneo, Esq. City Attorney P.R.No.24052 12/04/2024 FCR Page 3 of 3 APPROVED FOR ADMINISTRATION: Ronald Burton City Man ,4„„dre- - _// oberts, ' ' ' Eng, :A, CPM Direct" • Public Iork. Z•&iiie' Clifton . Williams, Jr., CPPB Purchasing Manager p/A A Lynda Boswell, ICMA-CM, MA Director of Finance P. R. 24052 Exhibit A HIGHWAY SAFETY IMPROVEMENT PROGRAM GUIDELINES Traffic Safety Division 2025 Ir Texas Department of Transportation 2025 HSIP Highlights 2025 HSIP Timeline September 5, 2024 TRF issues 2025 HSIP Program Call Immediately upon identification New Project Proposals for FY 25 December 13, 2024 District Project Proposals for FYs 28 Due District Confirms Existing Projects (scope, estimate, date) District Communications - Category 8 The Traffic Safety Division (TRF) will coordinate quarterly with districts to verify that all Category 8 traffic projects, including State Systemic Widening (SSW) and HSIP are current in TxDOTCONNECT and TRF's systems, verifying project information such as letting date, project limits, scope, cost estimate, construction start and end dates, and final construction cost. Any project changes MUST be reviewed by the Traffic Engineering (TE) section of TRF for approval based on program requirements and funding. No changes may be made in TxDOTCONNECT until TRF approves them. District HSIP Project Proposals Associated with the TxDOT Unified Transportation Plan (UTP) update, the District's total programming levels for FY 25 through FY 28 will be provided on TRF's HSIP SharePoint Site. Districts should look to fill any funding gaps for FY 25 - FY 27 and submit new projects for FY 28. By December 13, 2024, each district should submit an FY 2025 - FY 2028 HSIP project list including all projects already approved for HSIP funding and those being submitted for HSIP funding review. Each new project submission must include a complete packet of items required for review as detailed under Project Proposals. It is important that districts fully program each FY. If a District identifies a new (not previously reviewed and approved) safety improvement project for FY 2025, it may be submitted for consideration as soon as the required project proposal documentation is prepared. Districts do not need to wait for the December 13th deadline. TRF will prioritize the review of projects with an FY 2025 estimated letting date. Changes to Project Submission Process The same HSIP Submission form will be used for all HSIP projects, including the Annual Priority subprogram (previously submitted separately as Statewide Systemic). Contacts Contact TRF TE Safety@txdot.00v for additional questions. 2025 HSIP Guidelines I i Table of Contents 2025 HSIP Highlights Overview 1 Introduction 1 Texas Highway Safety Improvement Program 1 HSIP Project Eligibility 2 Confidentiality of Data 2 Program Funding 3 Project Identification 7 Systemic Approach 7 Targeted Approach 11 SII Formula and Calculation 11 Obtaining SII Data 12 SII Results 13 SII Calculator Available 14 SII Report using C.R.I.S./MicroStrategy (On-System only) 14 SII Report Instructions using CRIS & Excel 14 AASHTOWare Safety 14 Design 16 Introduction 16 Design Guidelines 16 Design Considerations 17 Design Exceptions or Waivers 17 HSIP Project Submission Guidelines 18 TRF Responsibilities 18 HSIP Participant Responsibilities 19 Project Documentation 20 Submittal Instructions 21 Post-Programming Activities 22 Letting Deadline, Changes and Cancellations 22 Changes in Scope 22 Requests for Additional Funds 22 2025 HSIP Guidelines I ii Overruns 23 Change Orders 23 Cancellations 23 Reporting 23 Crash Data 24 Overview 24 Crash Cost 24 Appendix A — Definitions 25 Appendix B - HSIP Work Codes Table 27 100 - Signing and Signals 28 200 - Roadside Obstacles and Barriers 34 300 - Resurfacing and Roadway Lighting 36 400 - Pavement Markings 37 500 - Roadway Work 39 Work Codes and Work Code Combinations in MicroStrategy 45 Appendix C — Preventable Crash Decoding 63 Appendix D — Estimating Guidance 68 Appendix E — Change Log 69 2025 HSIP Guidelines I iii Overview Introduction Texas has approximately 323,363 miles of highway and streets, of which the Texas Department of Transportation (TxDOT) maintains approximately 80,997 miles, according to TxDOT's 2022 Roadway Inventory Annual Report published by TxDOT's Transportation Planning and Programming (TPP) Division. The Texas Demographic Center projects population in Texas is expected to increase from 30,029,572 in 2022 to 47,342,417 in 2050. The citizens, visitors, and businesses, depend on the state to provide facilities that safely and efficiently transport people and goods throughout Texas. This is emphasized in TxDOT's Goals and Objectives, "Promote Safety: Champion a culture of safety. Reduce crashes and fatalities by continuously improving guidelines and innovations along with increased targeted awareness and education." Texas Highway Safety Improvement Program The Department considers the needs of the citizens as TxDOT plans, designs, constructs, operates, and maintains transportation facilities. However, a road segment or intersection may experience crashes due to many factors. In compliance with Title 23 USC, the Texas Highway Safety Improvement Program (HSIP) is a federally mandated program managed by TxDOT. The HSIP, directed by Texas' Strategic Highway Safety Plan (SHSP), aims to significantly reduce traffic fatalities and serious injuries on all public roads by providing a standardized approach for identifying and reviewing specific traffic safety concerns throughout the state. Texas' SHSP identifies the areas of emphasis and strategies that the HSIP will focus on to meet the state's objectives of reducing fatal and serious injury crashes in Texas. The program requires a data-driven, strategic, results-focused approach to improving highway safety on all public roads, consistent with the SHSP. The HSIP implements the priorities identified in the SHSP, and the goal is to significantly reduce fatalities and serious injuries on Texas roadways, including on-system and off-system roads. The vision of zero deaths on Texas roadways is based on the belief that everyone, no matter how they travel, should be able to arrive at their destinations safely. The plan lists eight emphasis areas that have the greatest potential for reducing fatalities and injuries. The emphasis areas are roadway and lane departures, speed-related, intersection safety, occupant protection, impaired driving, distracted driving, vulnerable road users, and post-crash care. Younger and older drivers are incorporated into the eight emphasis areas to avoid duplication. Projects must address one of the eight emphasis areas and logically flow from the appropriate 2025 HSIP Guidelines I 1 countermeasure(s) specified in the Texas SHSP. Funds are Emphasis Areas from the SHSP provided for construction and operational improvements for projects on and off the state highway system (on- or off- system). Roadway & Lane Departure Speed Related HSIP-funded projects are also required to be evaluated for cost effectiveness. Completed projects are subject to cost/benefit Intersection Safety analysis using three to five years of before and after crash data, Occupant Protection average annual daily traffic for the years before and after the improvement, and actual construction costs. Impaired Driving Distracted Driving Planning, implementing, and evaluating HSIP projects requires partnering with all state and local stakeholders to maximize the Vulnerable Road Users: Pedestrian cost-benefit of a safety improvement project. & Pedalcyclist Post-Crash Care Younger Drivers HSIP Project Eligibility Older Drivers All Texas public roadways are eligible for participation under HSIP provided the proposed safety highway improvement project addresses emphasis areas identified in the most current Texas SHSP. Some work items may address a serious crash type but are not eligible for HSIP funding. Some examples include bridge replacements and general maintenance projects of roadways, signs, signals, pavement markings, etc. Consider the following when selecting HSIP projects: • Is the strategy, activity, or project consistent with the priorities of Texas' SHSP? • Does the project address a serious crash risk such as a hot spot, systemic risk factor, road segment, or crash type that has been identified through a data-driven process? • Is the project likely to contribute to a significant reduction in fatalities and serious injuries? • Is this project consistent with the District's Annual Safety Plan? Confidentiality of Data Federal statutes 23 U.S.C. 148(h)(4) and 23 U.S.C. 407 make data and reports confidential if they are compiled for the purpose of evaluating the safety of federal-aid highways. Data used in the HSIP should not be released. Any written request must be routed through the TxDOT Office of General Council (OGC). 2025 HSIP Guidelines 12 Program Funding The HSIP is federally funded. Program funds are eligible to cover 90 percent of project construction costs. State or local participation must cover the remaining 10 percent of project construction costs. Certain safety projects may qualify for increased federal share, Title 23, United States Code (23 U.S.C.), Section 120(c)(1), as designated by TRF. The HSIP is legislated under Section 148 of Title 23, United States Code (23 U.S.C. 148) and regulated under Part 924 of Title 23, Code of Federal Regulations (23 CFR Part 924). The Texas HSIP provides funding for construction and operational safety improvements for locations on and off the state highway system. HSIP is administered by the Texas Department of Transportation (TxDOT) Traffic Safety Division (TRF) and is part of the UTP (Category 8). When a potential highway safety project location is identified, it is important to work with your TxDOT District HSIP Coordinator. HSIP funds are only eligible to cover construction, i.e., only the funding line in the Construction grid of the Funding Tab in TxDOTCONNECT. Examples of commonly excluded costs include: • Environmental permits • Right of Way (ROW) • Additional contingencies • Design/engineering costs • Additional work not covered by the scope of approved safety countermeasures TRF will provide districts with 4 years of projected funding levels each year. Districts should aim to program each FY fully and work closely with TRF if a project does not meet the requirements, if an awarded project is let at a lower cost than estimated, if a project is canceled, or if additional funding becomes available. Controlling contracts under$20,000 may not qualify for HSIP funds. 2025 HSIP Guidelines 13 Each District will receive a proposed HSIP programming level for which they should plan to spend each FY towards safety countermeasures supporting a reduction in fatal and serious injury crashes by an average of at least 3.25% each year.* The programmed funds are based on the previous three years of KA crashes (2021, 2022, and 2023) that occurred in each District. Figure 1: Breakdown of Funding Programming HSIP Funding Breakdown 15% • District Targeted 10% 8 District Systemic 50% District Off-system 25% Annual Priority The program's UTP allocation will be programmed according to the following guidelines: 50% District Targeted Subprogram The District Targeted component is the traditional approach used in safety analysis in which "hotspot" locations are identified based on crash history, and appropriate countermeasures are implemented to reduce crashes. Targeted projects typically identify specific locations, and targeted funding would provide for these"hotspot" on-system locations using KA on-system crash data. 25% District Systemic Subprogram Systemic or"system-based" projects take a broader view and evaluate risks across the district's roadway system. A systemic approach does not solely look at crash data, particularly in low- volume and/or rural roadways where crash densities are lower or inconsistent. Systemic funding provides each District a set amount toward district-wide systemic improvement projects using proven safety countermeasures to reduce the risk of fatal and serious injury crashes. 2025 HSIP Guidelines 14 15% Annual Priority Subprogram Each FY TRF will advance a specific statewide systemic countermeasure, such as median barriers. Projects will be submitted by the districts for consideration and selected based on need, existing conditions, and available funding. This subprogram was previously referred to as the Statewide Systemic but has been renamed to reduce confusion with the HSIP District Systemic subprogram and the State Systemic Widening program, a state-funded program separate from HSIP. 10% District Off-System Subprogram Off-system funds will be programmed by the district in the same manner as the On-System Targeted but using KA off-system crash data. If you are a new off-system partner, please get in touch with your district contact regarding options for additional assistance with Design, ROW, and other construction-related costs. Funding for Off-system HSIP Projects The construction costs for all eligible Off-system HSIP projects will be fully covered (1000/0) by federal funding through Increased Federal Share (G match) or State Transportation Development Credits (TDCs). Increased Federal Share (G Match) TRF is continuing efforts to encourage local participation in the HSIP program. To that end and in accordance with 23 USC §120(c)(1): Federal share payable, Increased Federal Share for Certain Safety Projects, TRF and FHWA have evaluated the HSIP countermeasures for eligibility for 100% federal funding for construction dollars. All projects must conform to the guidelines for HSIP projects, e.g. meeting minimum SII. Safety Engineering will consider off-system projects a priority for this increased share. Examples of potentially eligible projects include: ■ traffic control signalization, • traffic circles (also known as "roundabouts"), • pavement marking, or, • installation of traffic signs, traffic lights, guardrails, impact attenuators, or concrete barrier end-treatments. This section is a guideline to assist local governments in selecting safety projects that may qualify. G- match project selections will be communicated when the district's program is approved. Note that G- match funds will not cover project overruns. State Transportation Development Credits (TDCs) Transportation Development Credits (TDCs) are a financial tool approved by the Federal Highway Administration that allows states to use federal obligation authority without the requirement of 2025 HSIP Guidelines 15 providing matching dollars. TxDOT has allocated State TDCs to cover the local 10 percent project construction costs and minimize the financial resources needed for safety improvement projects from Local Governments and encourage participation in the HSIP program. Local(Off-system) Road Safety Plans Local Governments play a critical role in addressing crash risks. The SHSP can assist local practitioners in addressing safety on local rural roads. Still, a focused plan is often needed to assist local entities in making informed, data-driven safety investment decisions. A Local Road Safety Plan (LRSP) provides a framework for local practitioners to proactively identify the specific or unique conditions that contribute to crashes within their jurisdictions. To encourage local participation in the HSIP program, TRF encourages districts to collaborate with local governments to help facilitate the development of an LRSP. Please refer to the FHWA website for Local Road Safety Plans Guidance and the Manual for Developing Safety Plans for Local Rural Road Owners for additional information and resources on developing an LRSP. Development Authority(8DA) TxDOT's Administration established a safety development authority category in the Unified Transportation Plan. The development authority category (Category 8DA) allows districts to design the PS&E, purchase ROW if necessary, relocate utilities, and obtain environmental clearance for planned safety projects. Category 8DA does not fund the construction of these safety projects. The District needs to continue to pursue construction funding from other categories including STP, Category 8 HSIP, the Energy Sector, etc. Requests for 8DA funding should be those projects that are expected to meet HSIP criteria once ready to let but take significantly longer for planning; in general, larger projects like interchanges are unlikely to be eligible. Category 8DA funding lines are reviewed and approved by TRF; however, 8DA approval does not guarantee Category 8 construction funds, nor does the project have to be funded with Category 8 funds. 2025 HSIP Guidelines 16 Project Identification Through a data-driven decision-making process, the Department aims to identify and prioritize projects with the greatest potential for reducing deaths and serious injuries on all public roadways. Each Texas District has unique needs for identifying and planning safety improvements. TRF and the districts have many tools at their disposal to analyze crash data and trends for project screening and selection. Texas Districts employ a comprehensive approach to project selection, analyzing road inventory, crash trends, and crash heat maps to identify high-risk areas. Additionally, districts solicit input from the District's Traffic Operations office, transportation planning teams, area offices, and maintenance sections to ensure a thorough understanding of local safety needs. Once identified, projects can be selected through two primary approaches: systemic and targeted. By integrating both systemic and targeted approaches, the Department ensures a balanced and effective strategy for enhancing road safety across Texas. Systemic Approach A systemic approach involves widely implementing improvements based on high-risk roadway features correlated with specific severe crash types. This approach provides a more comprehensive method for safety planning and implementation. It is an approach that broadens traffic safety efforts by considering risk and crash history when identifying where to make low-cost safety improvements. A systemic approach helps to identify sites for potential safety improvements that typically would not be identified using a traditional site analysis approach. Districts can also refer to the FHWA's Systemic Safety Proiect Selection Tool as a resource, or TxDOT staff may visit the TRF SharePoint to review the FHWA Systemic Safety Webinar files. A systemic approach to safety: • Identifies a "problem" based on systemwide data, such as rural lane departure crashes, urban pedestrian crashes, or rural unsignalized intersection crashes. These crashes are often spread across the network, with few or no locations experiencing a "cluster" of crashes during a given period of 3-5 years. However, they still present a safety risk to the traveling public. • Look for characteristics (e.g., geometry, volume, or location) frequently present in severe crashes. These characteristics are referred to as risk factors. • It focuses on promptly deploying one or more low-cost countermeasures to address the underlying circumstance contributing to crashes on most roads sharing a set of risk factors. By addressing crash types experiencing low densities (crashes per intersection or mile) but high aggregate numbers, program funds can be dedicated toward low-cost solutions deployed across the system, affecting many locations. • Identifies and prioritizes locations across the roadway network for implementation. Systemic projects should be widely implemented across the system. Projects should be along a roadway corridor/segment or at multiple regional locations. Additional information about many of the below safety measures can be found in the following resources: FHWA Proven Safety Countermeasures 2025 HSIP Guidelines 7 Solutions for Saving Lives on Texas Roads Every Day Counts (EDC) Pedestrian Safety Action Plan (PSAP) Systemic projects that address a unique location will not be approved. For example, intersection or curve projects should cover multiple intersections/curves located on the corridor or within a geographical region. Approved systemic safety countermeasures are limited to the table below under the appropriate emphasis area: Table 1: Approved Systemic Safety Countermeasures EA Countermeasure(s) Eligibility Details Work Code(s) Includes any combination of doubled-up signs, Implement systemic oversized advance signs, street name plaques, signals, signing, and enhanced pavement markings, stop ahead 119, 122, 124, marking improvements warning signs, retroreflective sheeting on 128, 145, 401 at stop-controlled signposts, stop bar, sight distance intersections improvements, and two-direction large arrow sign at T intersections. Includes additional low-cost items such as signal Low-cost urban 107, 108, 111, heads, protected left-turn signal phases, intersection 118, 138, 401, pavement markings, signing improvements, and improvements 510, 550 signal-ahead warning signs. Particularly helpful at two-way stop-controlled intersections on high-speed mainline roadways. Includes adding right and left turn lanes at = intersections along an entire corridor where none o Dedicated right and left 509, 519,520, 117. existed and lengthening existing turn lanes to turn lanes 521, 522, 526 provide appropriate deceleration and storage on 41 high-speed roadways (>50mph). Include all intersection standard signing and pavement markings. Signal head backplates Signal head backplates with reflective borders. 108 Leading Pedestrian Eligible LPI projects will let to contract with the 109 Intervals installation of APS. Close Median Openings Close Median Openings (Crossovers) 516, 551 Includes systemic signing and marking improvements at stop-controlled intersections (see above) Rural Intersection Safety lighting. 201, 217 Improvements Rumble Strips on stop-controlled approaches. Installation of roadside flashers or embedded LEDs for Stop signs on controlled approaches and "Intersection Ahead" warning signs along 2025 HSIP Guidelines 8 EA Countermeasure(s) Eligibility Details Work Code(s) uncontrolled approaches. Where Overhead Flashing Beacons (OFBs) previously funded by the HSIP are removed due to the installation of roadside flashers or embedded LEDs, the OFBs must have met the 10-year service life. Two-Way Left-Turn Lanes (TWLTLs/ Continuous Two-Way Left-Turn Lanes 518 Turn Lanes) Roundabouts Roundabouts both in urban and rural areas 547 Installation of concrete or cable median barrier where no barrier of any kind currently exists; placed in the median separating opposing mainlines of traffic; the existing median width must be less than or equal to 70ft; and, Cable median barriers are for use only on medians greater than 25ft in width; concrete median barriers can be used on all median widths. Median Barrier 201, 217 Locations of projects will be prioritized in as follows: - By roadway type (Interstate, non-Interstate a freeways, other principal arterials, all others) p - 0-45' median widths in urban and rural areas - Greater than 45ft median widths in rural areas ea - Greater than 45ft median widths in urban areas Rural two-lane, two-way undivided highways ga 502, 503, 504, lc Roadway widening with a paved surface width less than or equal to 24ft; Widen to 28ft or more, add rumble strips 536, 537, 541 Continuous safety lighting along a corridor where Safety Lighting 304 no lighting is present Systemically treat curves within a geographical 113, 123, 125, area or roadway type, not single locations 130, 137, 136, Enhanced Delineation on Includes pavement markings, raised 139, 401, 402, Curves retroreflective pavement markers, post mounted 404, 532, 533, delineation, larger chevrons/curve warnings 534, 542, 543, signs/advisory speed plaques, or LED chevrons. 544 2025 HSIP Guidelines 19 EA Countermeasure(s) Eligibility Details I Work Code(s) Safety lighting at urban intersections where Safety lighting pedestrian facilities are present, and no lighting 305 is present. Installation of attachments to existing concrete Concrete Barrier barrier systems to deter prohibited pedestrian 225 Attachments crossings on divided highways. Use the Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations when submitting systemic projects for uncontrolled pedestrian crossing locations. To submit eligible systemic countermeasures specific to pedestrian crossings at uncontrolled locations, follow the guidelines provided in Step 4. Table 1 on page 16 of the linked document must be submitted i with project proposals; identify (highlight or circle) the appropriate selection box based on each roadway's configuration, AADT, and Speed 110, 114, 115, Limit for each roadway being submitted. Ince 131, 133, 134, o Uncontrolled crossing summary, the eligible improvements from Figure 143, 144, 403, R locations 1 include: 304, 305, 203, - Crosswalk pavement markings - Lighting at the crosswalk 409, 523 c - Raised crosswalks R - Signing — parking restrictions, advance H crosswalk warning signs, in street pedestrian oo. crossing signs, and yield here to pedestrians - Curb extensions - Rectangular Rapid-Flashing Beacon (RRFB)* - Pedestrian Hybrid Beacon (PHB)* *Selections for PHBs and RRFBs must still meet the TxDOT guidelines dated September 11, 2018, and be reviewed by TRF. Install medians or crossing islands where none existed previously on curb sections of urban and suburban multilane roadways where there is a Median and crossing significant mix of pedestrian and vehicle traffic islands in urban and 203, 409 and intermediate or high travel speeds. suburban areas Includes mid-block areas, approaches to multi- lane intersections and areas near transit stops or pedestrian-focused corridors. 2025 HSIP Guidelines 110 EA Countermeasure(s) , Eligibility Details Work Code(s) Install sidewalks or shared-use paths where none existed previously, proposed location must be included as a prioritized segment (Low — Very High) identified in the District-specific summary of the Texas Pedestrian Safety Action Plan Sidewalks (PSAP) results. Districts should follow the 407, 408 recommendations of the PSAP and may utilize the TxDOT PSAP Screening tool to determine the potential risk factors for pedestrian crashes. Refer to the Table 3-10: Statewide Risk factors on pages 33 and 34 of the PSAP. Project submissions for the use of systemic funds not following the above criteria will not be approved during the regular program review. However, if your district has data to support an additional systemic countermeasure not listed, the district may submit that data to TRF, before submitting the complete program for statewide review, to request approval. Crash counts and SII calculations are not required for the above systemic safety countermeasure project proposals, because they are proven effective including on roadways not experiencing clusters of crashes. Targeted Approach The targeted approach is the traditional method used to identify high-crash clusters or "hot spot" locations and propose appropriate countermeasures to reduce crashes at those specific sites. Each proposed safety project identified using the targeted approach must undergo a benefit-cost analysis. This analysis helps prioritize projects that offer the greatest potential for reducing crashes and improving road safety at identified high-risk locations. The formula used for this purpose is the Safety Improvement Index (SII). SII Formula and Calculation In its most basic form, the SII is the ratio of the annual savings in preventable crash costs that have occurred at a location to the cost of constructing the proposed improvement. The SII incorporates adjustments to provide additional benefits for: • locations experiencing increasing traffic over the project life • improvements that will reduce maintenance costs • projects expected to have long service lives over which construction costs can be amortized. The SII formula is as follows: 2025 HSIP Guidelines 111 S—R(CfF+Cii)—M Q =(Aa—Ab —LlS Y l Ab 1 S+ZQ S+?Q)+(i-1)Q B +1.06 (1.06)1 i=2 B Sit= C where: S = annual savings in preventable crash costs (equal to crash cost savings per year less annual maintenance costs), as determined by the above formula R = crash reduction factor (see the following subsection for an explanation) F = number of preventable fatal and incapacitating injury crashes (see the following subheading for explanation) Cf = cost of a fatal or incapacitating injury crash (see the following subheading for an explanation) I = number of preventable non-incapacitating injury crashes (see following subheading for explanation) Ci = cost of a non-incapacitating injury crash (see the following subheading for an explanation) Y = number of years of crash data M = change in annual maintenance costs for the proposed project relative to the existing situation Q = annual change in crash cost savings, as determined by the above formula Aa = projected average annual Average Daily Traffic (ADT) at the end of the project service life Ab = average annual ADT during the year before the project is implemented L = project service life (see the following subheading for an explanation) B = present worth of project benefits over its service life, as determined by the above formula C = initial cost of the project. Obtaining SII Data Before calculating the SII, the"Proposed Corrective Action"or safety countermeasure(s) must be translated into "work codes."The HSIP Work Codes Table (contained in Appendix B of this manual) is a comprehensive list of applicable safety countermeasures, each uniquely identified with a work code corresponding to various descriptions of work. The table provides associated definitions, reduction factors, service lives, applicable maintenance costs, and preventable crash codes (see the following explanation). The data necessary to calculate each project's SII can be obtained from the sources shown in the following table. 2025 HSIP Guidelines 112 Table 2: Sources for SII Data Data Item How It Is Obtained R — Crash Reduction Factor NOTE: The reduction factor From the Highway Safety Improvement Program (HSIP) represents the percentage Work Codes Table (Appendix B). reduction in crash costs or severity of the applicable NOTE: If the scope of work includes more than one work code, TRF program administrators derive a composite crash types that can be expected as a result of the reduction factor. improvement. The HSIP Work Codes Table shows"Preventable Crash" codes. Preventable crashes are those with defined characteristics that may be affected by the proposed F— Number of fatal and improvement as described by the work code. The codes incapacitating injury crashes correspond to numeric codes assigned in the Crash I— Number of non-incapacitating Records Information System (CRIS) to the indicated variable. Information is collected from the peace officer's injury crashes crash report and converted into a coded format. The Preventable Crash Decoding Table (Appendix C) can be used to interpret the codes and determine the number of each type of crash, using three years of preventable crash data. The program call specifies the years used. Cf— Cost of a fatal or The average cost of each type of crash is based on the incapacitating injury crash comprehensive cost figures provided by the National Safety Ci— Cost of a non-incapacitating Council. injury crash The program call provides the cost figures used each year. From the HSIP Work Codes Table found in Appendix B of this manual. L — Project service life NOTE: If the project is represented by more than one work code, TRF program administrators base the project service life on the primary work. SII Results All targeted projects, both on and off system, must have an SII report submitted as part of the supporting documentation. Off-system projects will use CRIS and the excel calculator; on-system projects must use the MicroStrategy reports, whenever available. 2025 HSIP Guidelines 113 NOTE: The SII does not establish the need or lack of a need for a project. The SII formula is a mathematical representation of the ratio of the historical costs of preventable crashes to costs of construction; it provides no evaluation of the appropriateness of the type of construction. A project with an SII greater than or equal to 1.0 is considered cost-effective. Projects with an SII of less than 1.0 will not be considered for funding through the HSIP program. The SII was designed as a comparison device for project prioritization and should not be used as a measure for independent projects. SII Calculator Available An Excel-based program for approximating a project's SII is on TxDOT's Highway Safety Engineering website and the Tools folder in SharePoint. Submissions using this calculator to establish a qualifying SII must also include Crash IDs on the form for verification. SII Report using C.R.I.S./MicroStrategy (On-System only) MicroStrategy is a resource within the Crash Records Information System (C.R.I.S.) that can generate an On-System SII Submission Report. The information required to run an SII report includes safety work code(s), year group, project total cost, annual maintenance cost, highway(s), and project limits (DFOs). For step-by-step instructions on how to run an SII report in MicroStrategy, please refer to the How to use C.R.I.S. to calculate SII's instructions available on TRF TE's SharePoint. If a proposed work code combination is not available, e-mail the new combination(s) request to TRF TE Safety@ txdot.gov for evaluation by TRF. If approved, a crash reduction factor and service life will be calculated. Work codes with a reduction factor of"TBD" require additional information and cannot be found in MicroStrategy. To obtain an SII for these work codes, send project information and work codes to TRF TE Safety©txdot.gov. SII Report Instructions using CRIS & Excel Currently, it is possible to generate SII reports for Off-System projects using the CRIS query builder. Districts are expected to use the CRIS tool to locate relevant, preventable crash IDs and use the Excel-based SII calculator to calculate SIIs for off-system projects. Additional instructions for calculating off-system crashes using CRIS Query are available on TRF's TE SharePoint. AASHTOWare Safety AASHTOWare Safety provides tools for data analysis, visualization, and decision-making aimed at reducing traffic accidents and enhancing overall roadway safety. Districts may use AASHTOWare 2025 HSIP Guidelines 114 Safety tools to identify high-crash locations and prioritize them for safety improvements, identify trends, patterns, and high-risk areas and use the visualization tools to support their decision-making process. At this time, the AASHTOWare Safety Software will not replace the reports required for benefit-cost analysis documentation for HSIP projects. TRF will continue to require C.R.I.S. and MicroStrategy reports for HSIP project submittals. Please contact TRF CRASH©txdot.gov to obtain access or any questions related to the AASHTOWare Safety tool. 2025 HSIP Guidelines ( 15 Design Introduction The design guidelines presented in this section are intended to aid in planning Highway Safety Improvement Program (HSIP) projects. Work types are assigned based on the information provided by the district during the project proposal process. Only work types programmed for the safety project will be considered "the scope."The design guidelines reference portions of the Roadway Design Manual (RDM) and establish items of work not eligible for HSIP funding. These guidelines offer sufficient flexibility while retaining safety as the essential element of all HSIP projects. Design Guidelines Freeway, Non-Freeway "New Location or Reconstruction,"or Texas Highway Freight Network (THEN) Projects All roadway elements affected by the scope of the approved HSIP safety improvement must comply with the"New Location and Reconstruction (4R) Design Criteria" found in the RDM (Chapter 3). Enhancements to features outside the scope of the HSIP project are at the district's option and are to be funded using district funds under a separate Control-Section Job (CSJ). Non-Freeway "Rehabilitation or Restoration"Projects All roadway elements affected by the scope of the approved HSIP safety improvement must comply with the"Non-Freeway Rehabilitation (3R) Design Criteria"found in the RDM (Chapter 4). Enhancements to features outside the scope of the HSIP project are at the district's option and are to be funded using district funds under a separate CSJ. "Safety Treat Fixed Objects"Projects Projects whose primary scope of work is"Safety Treat Fixed Objects" must comply with the"Clear Zone" (formerly"Horizontal Clearance") criteria found in the "Non-Freeway Rehabilitation (3R) Design Criteria" of the RDM (Chapter 4). The designer should provide clearance greater than that required whenever reasonably practicable. Other Projects All projects not included in the above categories must retain the existing roadway conditions (lane widths, shoulder widths, etc.) as a minimum. 2025 HSIP Guidelines 116 Design Considerations At the beginning of the HSIP project proposal process, highway designers should analyze crash data to identify the specific safety problems that might be corrected and follow the suggested design process in the RDM (Chapter 4, Section 3). Design Exceptions or Waivers When the HSIP design guidelines cannot be met, the current design exception or design waiver process established in the RDM (Chapter 1, Section 2) must be followed. 2025 HSIP Guidelines 17 HSIP Project Submission Guidelines As a condition of obligating Federal Highway Safety Improvement Program (HSIP) funds, a state is required to submit an annual report to the Federal Highway Administration (FHWA) that describes the progress on safety improvement projects and their contribution to reducing roadway fatalities, injuries, and crashes. To comply with these requirements and to maintain the integrity of the program- selection process, the following must be adhered to and considered before project proposal submission: HSIP projects are not eligible for local letting. All HSIP projects must be let by TxDOT's competitive bid process. At this time, TRF is evaluating the progress of a Local Let pilot program initiated with the 2022 program call and will update as more information becomes available. Until then, no additional projects will be added to the local letting pilot. Off-system project proposals are required to be submitted through the local district office. TRF Responsibilities Table 2: TRF Responsibilities Step Action 1. Analyze the proposed highway safety improvement projects for eligibility, data accuracy, and overall conformance with program requirements. 2. Calculate District's requests for reduction factors for new work code combinations. 3. Analyze each targeted/hot spot project's Safety Improvement Index (SII) and review systemic projects for eligibility. 4. Place projects in the HSIP according to priority and program federal funding. Forward the districts the list of highway safety projects selected for funding through HSIP. Oversee overruns of project authorized funds at the divisional PS&E review stage in 5. accordance with the current TxDOT policy. » See Commission Minute Order 109864, November 18, 2004, or subsequent revisions. 2025 HSIP Guidelines 118 HSIP Participant Responsibilities Table 3: HSIP Project Submittal Guidelines Step Action Use the most current version of the SHSP to learn about the program safety emphasis areas. Conduct safety studies and identify potential project locations that qualify for improvements in the identified program emphasis areas using the three most current years of crash data. 1' Evaluate each identified location to determine if the project is feasible and verify that appropriate countermeasures addressing the location's safety needs are not already completed or scheduled. Coordinate with stakeholders to gather additional location information and to identify any 2. potential locations that may have been excluded due to incomplete or inaccurate crash and roadway data. Perform a field evaluation to determine existing conditions at the proposed project site. This will avoid the submission of work that has already been constructed and provide the information necessary for a complete and accurate estimate. Consult with the district's 3' planning office prior to submitting project proposals to determine if the proposed improvement or another is already scheduled for construction under this program or any other. For feasible projects, determine the appropriate countermeasure or group of countermeasures, and develop a detailed cost estimate for the entire construction cost of the 4_ project. Leveraging of project estimate is not allowed. NOTE: Districts are discouraged from adding district funds to the requested amount in order to"leverage"the cost of the project. All items must be included in the submitted estimate. Work is assigned based on the information provided. Only work programmed will be considered "in scope," and is the only work that can be done as part of the safety project. Work considered incidental to the primary work type will not have a separate work code 5. assigned, but the work will be allowed (for example, widening a roadway to install a left-turn lane or extend drainage structures, re-striping to accompany an overlay, etc.). If additional non-incidental work is required or desired, it will be considered "out of scope"and will be funded by the district under a separate CSJ. Project selection is based on the crash history, traffic volumes, and roadway geometrics at the specified location. Accurately identify project parameters for the project to be g, programmed correctly. When defining project parameters, consideration should be given to including distance for project approaches and tapers, as necessary. HSIP projects are not eligible for non-site-specific contracts. Complete and submit HSIP projects containing requested data to TxDOT's Traffic Safety 7. Division, Traffic Engineering/Safety Engineering team, through the District's HSIP point of contact, along with the necessary backup data (typical sections, layouts, maps, photographs 2025 HSIP Guidelines 119 of existing site conditions, etc.) in response to the program call. To submit projects for consideration, set projects up in TxDOTCONNECT (Except annual priority projects). Notify TRF of potential overrun of an HSIP project's authorized funds prior to Plans, 8. Specifications and Estimates (PS&E) submittal. Submits PS&E for HSIP projects to TRF in accordance with standard PS&E submission 9' schedule. Project Documentation The project proposals will be submitted electronically through TxDOTCONNECT, with supporting documentation to be submitted through Box.com. A Submittal Form is required for each project submitted. All related fields are expected to be filled out completely and accurately. The form is to be submitted along with the rest of the supporting documentation for each project. Please submit each project as a single pdf, pdf portfolio, or zip file - not as multiple files. • The Location Map in TxDOTCONNECT will not replace the in-person field evaluation (Table 3 item 3). • SII Report - An email will be sent when the SII reports for districts to use with the project submissions have been updated in CRIS. All crash data used in the SII calculation will be queried using Beginning and Ending Distance From Origins (DFO's). The majority of the required SII reports are located in the MicroStrategy component of C.R.I.S. at the following location: CRIS -TX DOT> Shared Reports > HSIP Call > On-System SII Submission Reports Detailed instructions on how to run the SII reports for on-system projects are provided within this document. Off-system projects will use the Excel SII calculator, and instructions for pulling crashes through CRIS are available in the HSIP SharePoint. Districts must include SII reports for BOTH on- and off-system projects. • 90% Estimate - The estimate must be for the entire cost of constructing the project and must include all items, priced using the district average bid prices published by TxDOT. A detailed set of instructions on how funding should be entered into TxDOTCONNECT can be found on SharePoint to ensure letting estimate, inflation and funding lines correlate. If a detailed estimate is not provided, the project may not be considered for funding and may be eliminated from the call. Each bid item must include: Complete Descriptive Codes Quantities District Average Unit Prices Total price for each item Commonly overlooked bid items: 2025 HSIP Guidelines 120 Item 100 Series Prep ROW, Excavation, Embankment, Blading, Pavement Removal Item 200 & 300 Series Pavement items (and related Special Specs): even projects where a district has attempted to include pavement bid items, the final design sometimes ends up being much more expensive. TRF may require review of pavement bid items by the District Pavement Engineer prior to project approval. Item 400 Series Drainage and Hydraulics: modify or reconstruct culverts, pipes, SET's, headwalls, wingwalls, backfill, shoring, riprap, etc. Require 500 Mobilization &Item 502 Barricades, Signs, and Traffic Handling (no longer a lump sum on the submittal form), also consider 662 Work Zone Pavement Markings, 6001 (soon to be 503) Portable Changeable Message Signs, and 6185(soon to be 505) Truck Mounted Attenuators Item 506 Erosion Control(plus some related items in the 100's Sodding, Seeding, Watering) • For projects covering multiple locations, such as signal interconnects or systemic projects, quantities must be broken down by intersection or roadway segment. For example, improving a corridor might show 3 backplates at 1st street, 2 at 2nd street, etc. This is to facilitate completion of the annual report to the FHWA. • Existing and Proposed Typical Sections - Existing and proposed typical sections are required for any projects that involve widening the roadway or adding lanes. • Intersection Layouts - Intersection layouts are required for any intersection improvement project, including signing & pavement markings, channelization, pedestrian improvements, or RCUTs. • Warrants -Traffic signal warrants are required for any project using WC 107 - Install Traffic Signal. Submittal Instructions Districts will enter all the projects to be submitted for approval into TxDOTCONNECT. For each project, prepare the additional documentation required; all supporting documentation will be uploaded to the Safety Engineering team in the folder for your District in Box.com. After all the projects have been entered into TxDOTCONNECT, including the off-system, districts will submit the entire program for Statewide review. TRF will review submissions, enter comments into TxDOTCONNECT, and return the program as necessary. Once all changes have been reviewed and approved, TRF will approve the program in TxDOTCONNECT which will start the process of approving funding lines and enabling work to begin. In the event of technical difficulties with TxC, Districts will coordinate with TRF TE Safety to manually approve submissions. 2025 HSIP Guidelines 121 Post-Programming Activities After projects have been adequately programmed and approved, the districts will move on to project development and any changes will need to be submitted and approved by TRF Safety. Letting Deadline, Changes and Cancellations Due to the nature of HSIP projects (safety), projects must be let to contract in a timely manner. Ensure the estimated let date entered in TxDOTCONNECT is achievable. Once a project is approved for letting in a fiscal year, every effort must be made to meet this date. TRF reviews and approves all letting date changes. Any project requesting an accelerated letting date will be considered. However, projects requesting a delay in letting will not be allowed letting past the following three years from the time it was approved for funding. In either case, when a letting date changes outside of the approved FY, the district will need to show how it impacts HSIP funds in the requested FY. Federal safety funds not obligated by the federal lapse date are forfeited by the state. After the letting change has been approved by TRF Safety a Letting Schedule Modification (LSM) should be submitted in TxConnect if the current 24 month letting schedule is impacted. Changes in Scope A request for a change in scope must be submitted as soon as the change is known and prior to PS&E submittal. Submit an email request to TRF TE Safety@txdot.gov for approval concerning changes in scope. Provide a detailed explanation for the change requested, including required documentation that would have been submitted at project submission. TRF will review the request and notify the District if the request has been approved. Note: Requests for changes in scope that result in redefining the project location or deviating from the emphasis area or countermeasures specified in the original project proposal may result in the request being denied. Requests for Additional Funds Off-system projects are not eligible to receive additional safety funds. The local government is responsible for all costs after the federal funding has reached its maximum authorized amount. If an on-system project requires additional funding, the district should promptly submit a request upon identification. TRF Safety will evaluate the request on a case-by-case basis. 2025 HSIP Guidelines 122 Overruns No later than the time of PS&E submittal, notify TRF TE Safety@txdot.gov when the engineer's final estimate exceeds the project's authorized funds by including the Cat 8 Overrun Justification Form, available to TxDOT staff on the HSIP SharePoint. TRF will review the request and notify the District if additional information is needed for approval. If the whole contract is funded by Category 8, and the engineer's final estimate is under the total authorized amount for the contract, an overrun justification is not required. However, if the engineer's final estimate for the whole contract exceeds the total authorized amount, then an overrun justification form must be filled out and submitted. A justification is needed for each CSJ with an overrun on the form. If the contract includes additional funding besides Category 8, and one or more of the HSIP projects has an overrun, an overrun justification form will need to be filled out and submitted for each project. Change Orders Submit an email request to TRF TE Safety@txdot.gov and include a copy of the Change Order Report from Site Manager along with all supporting documentation (including any additional plan set sheets). TRF will review the request and notify the District if the request has been approved. Districts may not submit a change order to add a change in project scope to an existing HSIP contract. All HSIP projects must be submitted for review and approval in accordance with our guidelines and undergo TxDOT's competitive bid process once approved. Cancellations Districts must promptly notify TRF Safety if an HSIP project needs to be canceled. This will allow TRF Safety to assess the impact on allocated funds and determine if any further action is necessary. TRF Safety will inform the district if any additional steps are required. Reporting TRF submits a statewide HSIP report for the prior federal fiscal year to the FHWA by August 31 of each year. The report addresses intersections and segments as required under 23 U.S.C. Section 148(g). The report includes sections on progress in implementing HSIP projects; program effectiveness; project evaluation; a narrative addressing methodology, and effectiveness; and an explanation of how HSIP projects link to Texas'Strategic Highway Safety Plan. TRF will analyze the crash reduction data from completed projects and use the results to adjust the factors for the following year's HSIP. 2025 HSIP Guidelines 123 Crash Data Overview The Crash Records Information System (CRIS) is the official state database for traffic crashes occurring in Texas. CRIS contains spatial and reporting components designed to be used by TxDOT personnel to obtain and analyze crash data. Each district has personnel licensed to have access to CRIS. TxDOT district offices are encouraged to work closely with TxDOT Area Offices and local municipalities to identify locations with the highest need for safety improvements. Crash data for the past 3 years will be used for an HSIP Program Call and any crashes occurring in years other than these years will not be used in the SII calculation. The crash reports that are provided for each district contain fatal (K) and severe injury (A) crashes only. Non-incapacitating (B) crashes are still used in the Safety Improvement Index (SII) calculation, but for screening purposes, only K and A crashes are provided in the crash reports. The following crash reports will be provided to each district: • On-System KA Crashes by Control-Section • On-System KA Crashes on Curves • On-System KA Crashes on Rural 4-Lane Undivided Highways without Paved Shoulders • On-System KA Crashes Work Code 541 Preventable Rural 2-Lane Highways < 24ft. and >_ 400 ADT • Pedestrian Involved KA Crashes The Texas A&M Transportation Institute has provided individual District CAVS data to enhance the process of selecting safety projects to submit for HSIP funding consideration. Crash data and crash attributes for all K, A, and B crashes will be compiled into a spreadsheet, analyzed for each crash to determine whether that crash could be prevented by the type of work and then mapped. The maps can be filtered to only show crashes that apply to a particular type of work. Additionally, Crash Tree Diagrams and Comprehensive Dashboards may be used to assist districts during their project selection. Crash Cost As of this publication, the cost per crash will be $4,100,000 for K or A crashes and $340,000 for B crashes. Only preventable KAB crashes addressed by the project countermeasures are used to calculate each proposal's SII. Please refer to the current program call (if applicable) to verify the current crash costs. 2025 HSIP Guidelines 124 Appendix A - Definitions Terminology Definition A Crash Crash resulting in one or more Suspected serious injuries as the most serious outcome. B Crash Crash resulting in one or more Non-incapacitating injuries as the most serious outcome. C Crash Crash resulting in one or more Possible injuries as the most serious outcome. CAVS Data Computer Aided ViSualization data set compiled for use by TxDOT in order to identify hot spots as well as possible locations for specific countermeasures across a District. Change Orders Work that is added or deleted during construction from the original scope of a contract that alters the original contract amount. Countermeasure A roadway-based strategy intended to reduce risk at a site Crash A set of events that results in injury, or property damage due to the collision of at least one motorized vehicle and may involve collision with another motorized vehicle, bicyclist,a pedestrian or an object Crash frequency The basic measure of crashes in the HSM, number of crashes occurring at a particular site, facility,or network per year(expressed for a location/site or per mile depending on the context) CRIS Crash Records Information System FHWA Federal Highway Administration District A geographical area managed by a district engineer,in which TxDOT conducts its primary work activities Emphasis Area A collection of safety concerns identified in the state SHSP,sharing common characteristics such as users affected,types of transportation involved,or other data points. Highway Safety Is a project on a public road that implements countermeasures consistent with the Texas Improvement Project SHSP,and improves road conditions or roadway features. Highway Safety The collection of projects on public roads which implement countermeasures consistent with Improvement Program the SHSP and which is funded by a specific category of federal dollars. (HSIP) K Crash Crash resulting in one or more Fatalities as the most serious outcome. 0 Crash Crash resulting in Property Damage Only as the most serious outcome. Off-system Roadways Roadway not designated on the State Highway System and not maintained by TxDOT(i.e.city street,county road). On-system Roadways Roadway designated on the State Highway System and maintained by TxDOT. Overruns The difference between the engineer's final estimate and the original amount programmed for a specific HSIP project. Preventable Crash Crashes with defined characteristics that may be affected by the proposed improvement as described by the work code. Road User Means a motorist, passenger,public transportation operator or user,truck driver,bicyclist, motorcyclist,or pedestrian, including a person with disabilities. SII Safety Improvement Index Safety Study An analysis of roadway,traffic,and crash-related data to determine the probable cause of an identified crash pattern at an intersection or highway section.The safety study also provides alternative countermeasures meant to mitigate predominate crash pattern(s). 2025 HSIP Guidelines 125 Strategic Highway Federally mandated document compiled at the State level addressing areas of greatest Safety Plan(SHSP) concern to the state and which identifies strategies and countermeasures to address those emphasis areas. Systemic Safety An improvement that is widely implemented based on high-risk roadway features that are Improvement correlated with particular crash types, rather than crash frequency. Traffic Engineering A section in the Traffic Safety Division (TRF)whose primary responsibility relates to traffic Section (TE) engineering. Traffic Safety Division The division within the Texas Department of Transportation, headquartered in Austin,whose (TRF) primary responsibility relates to traffic operations. TxDOTCONNECT(TXC) Project&Portfolio management tool developed for use at TxDOT 2025 HSIP Guidelines 126 Appendix B - HSIP Work Codes Table The work codes are grouped into five categories, as shown in the following table. Code Item 100 Signing and Signals 200 Roadside Obstacles and Barriers 300 Resurfacing and Roadway Lighting 400 Pavement Markings 500 Roadway Work Work codes are listed by number within each group. Preventable Crash Decoding is in Appendix C of this document. 2025 HSIP Guidelines 127 100 - Signing and Signals 101 Install Warning/Guide Signs Definition: Provide advance signing for unusual or unexpected roadway features where no signing existed previously. Reduction Factor (%): 20% Maintenance Cost: $0 Service Life (Years): 6 G-Match: Y Preventable Crash: (Vehicle Movements/Manner of Collision = 20-22 or 30) OR(Roadway Related = 2, 3 or 4) Required Documents: Photo or detailed description of hazard 107 Install Traffic Signal Definition: Provide a traffic signal where none existed previously. This does not include the installation of flashing beacons. $$3,400 (Isolated) Reduction Factor (%): 35% Maintenance Cost: $3,900 (Interconnected) $5,400 (Diamond Interchange) Service Life (Years): 10 G-Match: Y Preventable Crash: [(Intersection Related = 1 or 2) AND (Vehicle Movements/Manner of Collision = 10- 39)] OR(First Harmful Event = 1 or 5) Required Documents: Overhead Intersection Layout,Traffic Signal Warrants 108 Improve Traffic Signals Definition: Improve existing intersection signals to current design standards. Reduction Factor (%): 24% Maintenance Cost: $0 Service Life (Years): 10 G-Match: Y Preventable Crash: (Intersection Related = 1 or 2) AND [(Vehicle Movements/Manner of Collision = 10- 39) OR (First Harmful Event = 1 or 5)] Required Documents: Overhead Intersection Layout 109 Implement Leading Pedestrian Interval (LPI)Timing Definition: Adjust signal timing to allow pedestrians to enter crosswalk at intersection before vehicles are given a green indication. Reduction Factor (%): 16% Maintenance Cost: $ Service Life (Years): 10 G-Match: Y Preventable Crash: First Harmful Event = 1 Required Documents: None 110 Install Pedestrian Signal Provide a pedestrian signal at an existing signalized location where no pedestrian Definition: phase exists, but pedestrian crosswalks are existing, or in conjunction with Refer to W.C. 403 for installation of pedestrian crosswalks. Reduction Factor (%): 34% Maintenance Cost: $0 Service Life(Years): 10 G-Match: Y Preventable Crash: First Harmful Event = 1 Required Documents: Overhead Intersection Layout 111 Interconnect Signals Definition: Provide a communication link between two or more adjacent signals in a corridor. Specify all signalized intersections to be included in the interconnection. Reduction Factor (%): 10% Maintenance Cost: $0 Service Life (Years): 10 G-Match: Y Preventable Crash: All Required Documents: List and drawing of signals to be connected 2025 HSIP Guidelines 128 113 Install Delineators Definition: Install post-mounted delineators to provide guidance. Reduction Factor(%): 12% Maintenance Cost: $0 Service Life (Years): 7 G-Match: N Preventable Crash: (Roadway Related = 2 , 3 or 4) AND (Light Condition = 3,4 or 6) Required Documents: None 114 Install School Zones Definition: Place school zones to include flashers, signing and/or pavement markings where none existed previously. Refer to W.C. 403 for pedestrian crosswalk markings. Reduction Factor(%): 20% Maintenance Cost: $0 Service Life(Years): 5 G-Match: Y Preventable Crash: All Required Documents: None 115 Install Pedestrian Countdown Timer Definition: Add pedestrian countdown timer to existing pedestrian signals. Reduction Factor (%): 58% Maintenance Cost: $ Service Life (Years): 10 G-Match: Y Preventable Crash: First Harmful Event = 1 Required Documents: None 118 Replace Flashing Beacon with a Traffic Signal Definition: Replace an existing flashing beacon at an intersection with a traffic signal. Reduction Factor (%): 25% Maintenance Cost: $1300 Service Life (Years): 10 G-Match: Y Preventable Crash: (Intersection Related = 1 or 2) AND [(Vehicle Movements/Manner of Collision = 10- 39) OR (First Harmful Event = 1 or 5)] Required Documents: Overhead Intersection Layout 119 Install Overhead Signs Definition: Install overhead advance regulatory, warning or guide signing for unusual or unexpected roadway features where no signing existed previously. Reduction Factor (%): 20% Maintenance Cost: $0 Service Life (Years): 6 G-Match: Y Preventable Crash: Vehicle Movements/Manner of Collision = 20-29 Required Documents: None 122 Install Advanced Warning Signals (Intersection- Existing Warning Signs) Definition: Provide flasher units in advance of an intersection where none previously existed but where advance warning signs already exist. Reduction Factor (%): 10% Maintenance Cost: $$1,300 per approach Service Life (Years): 10 G-Match: Y Preventable Crash: Intersection Related = 1 or 2 Required Documents: None 123 Install Advanced Warning Signals (Curve-Existing Warning Signs) Definition: Provide flasher units in advance of a curve where none previously existed. Advance warning signs already exist. Reduction Factor (%): 10% Maintenance Cost: I $$1,300 per approach 2025 HSIP Guidelines 129 Service Life(Years): 10 G-Match: Y Preventable Crash: (Roadway Related = 2, 3 or 4) OR(Vehicle Movements/Manner of Collision= 20-24 or 30) Required Documents: None 124 Install Advanced Warning Signals and Signs (Intersection) Definition: Provide flasher units and signs in advance of an intersection where none previously existed. Reduction Factor (%): 27% Maintenance Cost: $$1,300 per approach Service Life (Years): 10 G-Match: Y Preventable Crash: Intersection Related = 1 or 2 Required Documents: None 125 Install Advanced Warning Signals and Signs (Curve) Definition: Provide flasher units and signs in advance of a curve where none previously existed. Reduction Factor (%): 15% Maintenance Cost: $$1,300 per approach Service Life (Years): 10 G-Match: Y Preventable Crash: (Roadway Related = 2, 3 or 4) OR(Vehicle Movements/Manner of Collision = 20-24 or 30) Required Documents: None 128 Install Advanced Warning Signs(Intersection) Definition: Provide signs in advance of an intersection where none previously existed. Reduction Factor (%): 5% Maintenance Cost: $0 Service Life (Years): 6 G-Match: Y Preventable Crash: Intersection Related = 1 or 2 Required Documents: None 130 Install Advanced Warning Signs (Curve) Definition: Provide signs in advance of a curve where none previously existed. Reduction Factor (%): 5% Maintenance Cost: $0 Service Life (Years): 6 G-Match: Y Preventable Crash: (Roadway Related = 2, 3 or 4) OR(Vehicle Movements/Manner of Collision = 20-24 or 30) Required Documents: None 131 Improve Pedestrian Signals Definition: Bring existing pedestrian signal units into conformance with current standards. Reduction Factor (%): 10% Maintenance Cost: $0 Service Life(Years): 10 G-Match: Y Preventable Crash: First Harmful Event = 1 Required Documents: None 132 Install Advance Warning Signals and Signs Definition: Provide flasher units and signs in advance of hazard where none previously existed. Reduction Factor (%): 10% Maintenance Cost: $$1,300 per approach Service Life(Years): 10 G-Match: Y Preventable Crash: To be determined Required Documents: None 2025 HSIP Guidelines 130 133 Improve School Zone Definition: Improve an existing school zone by upgrading signing, pavement markings or signals. Reduction Factor(%): 5% Maintenance Cost: $0 Service Life(Years): 5 G-Match: Y Preventable Crash: All Required Documents: None 134 Install Advanced Crossing Signage Definition: Install crossing signs in advance of a pedestrian crosswalk where none previously existed. Reduction Factor(%): 25% Maintenance Cost: $ Service Life (Years): 15 G-Match: Y Preventable Crash: Required Documents: None 136 Install LED Flashing Chevrons (Curve) Definition: Install LED flashing chevrons on curve to provide guidance. Reduction Factor(%): 35% Maintenance Cost: $0 Service Life (Years): 10 G-Match: Y Preventable Crash: (Roadway Related = 2, 3, or 4) OR(Vehicle Movements/Manner of Collision = 20 - 24, or 30) Required Documents: None 137 Install Chevrons(Curve) Definition: Install chevrons on curve to provide guidance. Reduction Factor (%): 25% Maintenance Cost: $0 Service Life(Years): 10 G-Match: Y Preventable Crash: (Roadway Related = 2, 3, or 4) OR (Vehicle Movements/Manner of Collision = 20 - 24, or 30) Required Documents: None 138 Install Flashing Yellow Arrow Improve existing intersection signals by adding a flashing yellow arrow indication Definition: and install the LEFT TURN YIELD ON FLASHING YELLOW ARROW (R10-17T)sign. Refer to W.C. 108 for improvement of traffic signal. Reduction Factor(%): 41% Maintenance Cost: $0 Service Life (Years): 10 G-Match: Y Preventable Crash: (Intersection Related = 1 or 2) AND (Vehicle Movements/Manner of Collision = 29, 34, 36) Required Documents: None 139 Install Surface Mounted Delineators on Centerline Definition: Install surface mounted delineators on centerline. Reduction Factor (%): 12% Maintenance Cost: $0 Service Life (Years): 7 G-Match: Y Preventable Crash: (Vehicle Movements/Manner of Collision = 21 or 30) OR (Roadway Related = 2 or 3) Required Documents: None 2025 HSIP Guidelines 131 140 Wrong Way Driver Warning Signs Definition: Provide warning signs to warn wrong way drivers at freeway entrances. Systemic only. Reduction Factor (%): N/A Maintenance Cost: $0 Service Life (Years): 6 G-Match: Y Preventable Crash: Contributing factor = 71 Required Documents: None 141 Wrong Way Driver Warning Markings Definition: Provide markings (lane direction arrows) to warn wrong way drivers at freeway entrances. Systemic only. Reduction Factor (%): N/A Maintenance Cost: $0 Service Life (Years): 4 G-Match: Y Preventable Crash: Contributing factor = 71 Required Documents: None 142 Wrong Way Driver Advanced Technologies Definition: Provide advanced technologies to detect and warn wrong way drivers at freeway entrances. Systemic only. Reduction Factor(%): N/A Maintenance Cost: $25000 Service Life (Years): 8 G-Match: N Preventable Crash: Contributing factor = 71 Required Documents: None 143 Pedestrian Hybrid Beacon Definition: Provide pedestrian hybrid beacon at established crosswalk or in conjunction with installation of new crosswalk (403). Requires TRF-P&S approval. Reduction Factor (%): 15% Maintenance Cost: $2100 Service Life (Years): 10 G-Match: Y Preventable Crash: First Harmful Event = 1 Required Documents: None 144 Install RRFB Install pedestrian activated rectangular rapid flashing beacon (RRFB) at existing or Definition: in conjunction with installation of new crosswalk(403). Requires TRF-P&S approval. Systemic only. Reduction Factor (%): N/A Maintenance Cost: $$1,300 per roadside assembly Service Life (Years): 10 G-Match: Y Preventable Crash: First Harmful Event = 1 Required Documents: Overhead layout 145 Flashing or LED-embedded Stop Signs Definition: Install LED stop signs or top-mounted flashers on existing stop signs at intersections where only standard stop signs are present. Reduction Factor (%): 10% Maintenance Cost: $$1,300 per roadside assembly Service Life (Years): 10 G-Match: Y Preventable Crash: [(Intersection Related = 1 or 2) AND (Vehicle Movements/Manner of Collision = 10- 19)] Required Documents: None 2025 HSIP Guidelines 132 150 Dynamic Speed Feedback Signs Install permanent dynamic message speed display signs related to a regulatory Definition: speed limit or advisory speed for unexpected roadway features (curves, school zones, etc.). Reduction Factor(%): 7% Maintenance Cost: $0 Service Life (Years): 10 Estimated based G-Match: Y on signage life Preventable Crash: Required Documents: Overhead layout 2025 HSIP Guidelines 133 200 - Roadside Obstacles and Barriers 201 Install Median Barrier Definition: Construct a concrete or cable safety system median barrier where none existed previously. Reduction Factor (%): 75% Maintenance Cost: $0 Service Life (Years): 20 G-Match: Y Preventable Crash: Vehicle Movements/Manner of Collision = 30 Required Documents: None 203 Install Raised Median Definition: Install a roadway divider using barrier curb Reduction Factor (%): 25% Maintenance Cost: $0 Service Life(Years): 20 G-Match: N Preventable Crash: (Part of Roadway No. 1 Involved = 1) AND (Vehicle Movements/Manner of Collision = 10, 14, 20-22, 24, 26, 28-30, 34, 36, or 38) Required Documents: Overhead layout 204 Flatten Side Slope Definition: Provide an embankment side slope of 6:1 or flatter. Reduction Factor (%): 5% Maintenance Cost: $0 Service Life(Years): 20 G-Match: N Preventable Crash: Roadway Related = 3 Required Documents: None 209 Safety Treat Fixed Objects Remove, relocate, or safety treat all fixed objects including the installation of Definition: guardrail for safety treatment of a fixed object or drainage structures within the project limits, to include both point and continuous objects. Reduction Factor (%): 50% Maintenance Cost: $0 Service Life (Years): 20 G-Match: C Preventable Crash: (Roadway Related = 2, 3 or 4) OR (Object Struck = 20-26, 29-36, 40-42, 56-58, 60, 62, or 63) Required Documents: None 217 Install Impact Attenuation System Definition: Provide any of a variety of impact attenuators where none existed previously. Reduction Factor (%): 60% Maintenance Cost: $0 Service Life (Years): 10 G-Match: Y Preventable Crash: (Object Struck = 20, 30, 40, or 42) Required Documents: None 218 Widen Bridge Provide additional width across an existing structure, either by rehabilitation or Definition: replacement. Specify existing bridge width, existing approach roadway width and roadway type (2 lane, 4 lane undivided, etc.) Reduction Factor (%): 55% Maintenance Cost: $0 Service Life (Years): 20 G-Match: N Preventable Crash: (Bridge Detail is not blank) OR (Vehicle Movements/Manner of Collision = 20, 21,or 30) OR (Roadway Related = 2, 3 or 4) Required Documents: Existing &Proposed Typical Sections 2025 HSIP Guidelines 134 220 Truck Parking Facilities Construct, expand, upgrade,or re-purpose existing roadside facilities for truck Definition: parking that are eligible for funding under section 1401 of the MAP-21. Systemic only. Reduction Factor(%): N/A Maintenance Cost: $ Service Life (Years): G-Match: N Preventable Crash: Required Documents: Prposed rest stop layout including entrances and exits. 225 Pedestrian Crossing Deterrent Definition: Install attachments to existing concrete barrier systems to deter prohibited pedestrian crossings on divided highways. Systemic only. Reduction Factor (%): N/A Maintenance Cost: $TBD Service Life (Years): 0 G-Match: N Preventable Crash: First Harmful Event = 1 Required Documents: None 2025 HSIP Guidelines 135 300 - Resurfacing and Roadway Lighting 303 Resurfacing Definition: Provide a new roadway surface to increase pavement skid numbers on all the lanes. Reduction Factor (%): 30% Maintenance Cost: $0 Service Life (Years): 10 G-Match: N Preventable Crash: Surface Condition = 2, 5, 6, or 9 (Skid Value must be less than 20) Required Documents: Skid Numbers 304 Safety Lighting Provide roadway lighting, either partial or continuous, where either none existed Definition: previously or major improvements are being made. Refer to W.C. 305 for intersection lighting. Reduction Factor(%): 49% Maintenance Cost: $$100 per Luminaire Service Life (Years): 15 G-Match: Y Preventable Crash: Light Condition = 3, 4 or 6 Required Documents: None 305 Safety Lighting at Intersection Definition: Install lighting at an intersection where either none existed previously or major improvements are proposed. Refer to W.C. 304 for general lighting. Reduction Factor(%): 13% Maintenance Cost: $$100 per Luminaire Service Life(Years): 15 G-Match: Y Preventable Crash: Light Condition = 3, 4 or 6 AND Intersection Related = 1 or 2 Required Documents: Overhead Intersection Layout 2025 HSIP Guidelines 136 400 - Pavement Markings 401 Install Pavement Markings Place complete pavement markings, excluding crosswalks, in accordance with the Definition: TMUTCD where either no markings or nonstandard markings exist. This work code includes items such as turn arrows, stop bars, lane markings, etc. Refer to W.C. 402 for edge ma Reduction Factor (%): 20% Maintenance Cost: $0 4 (Product used must Service Life (Years): meet 4 year service G-Match: Y life.) Preventable Crash: (Roadway Related = 1) OR (Vehicle Movements/Manner of Collision = 21 or 30) Required Documents: Preliminary layout 402 Install Edge Marking Definition: Place edge lines where none existed previously. Reduction Factor(%): 25% Maintenance Cost: $0 4 (Product used must Service Life (Years): meet 4 year service G-Match: Y life.) Preventable Crash: Roadway Related = 2, 3 or 4 Required Documents: Preliminary layout 403 Install Pedestrian Crosswalk Definition: Place pedestrian crosswalk markings where none existed previously. Refer to W.C. 114 for school zones, and W.C. 110 for pedestrian signal. Reduction Factor (%): 10% Maintenance Cost: $0 4 (Product used must Service Life (Years): meet 4 year service G-Match: Y life.) Preventable Crash: First Harmful Event = 1 Required Documents: Preliminary layout 404 Install Centerline Striping Definition: Provide centerline striping where either no markings or nonstandard markings existed previously. Refer to W.C. 401 for complete pavement markings. Reduction Factor(%): 65% Maintenance Cost: $0 4 (Product used must Service Life(Years): meet 4 year service G-Match: Y life.) Preventable Crash: Vehicle Movements/Manner of Collision = 30 Required Documents: Preliminary layout 407 Install Sidewalks • Definition: Install sidewalks where none existed previously. Reduction Factor (%): 65% Maintenance Cost: $0 Service Life (Years): 10 G-Match: N Preventable Crash: First Harmful Event = 1 or 5 Required Documents: None 2025 HSIP Guidelines 137 408 Add Shared Use Path Definition: Provide a shared used path (sidepath) adjacent to roadway physically separated from motorized vehicular traffic. Reduction Factor(%): 25% Maintenance Cost: $ Service Life (Years): 20 G-Match: N Preventable Crash: First Harmful Event = 1 or 5 Required Documents: Existing &Proposed Typical Sections 409 Install Pedestrian Refuge Islands Definition: Install pedestrian median or refuge island where none existed previously. Reduction Factor (%): 34% Maintenance Cost: $ Service Life (Years): 25 G-Match: N Preventable Crash: First Harmful Event = 1 or 5 Required Documents: Existing &Proposed Typical Sections; Overhead Intersection Layout 410 Install Dedicated Bicycle Lanes Definition: Restripe existing pavement to provide dedicated space for bike lanes. If widening is needed use in combination with WCs 502-504 Reduction Factor (%): 27% Maintenance Cost: $0 4 Estimated based on Service Life(Years): other pavement G-Match: C marking WCs Preventable Crash: First Harmful Event = 5 Required Documents: Proposed typical section 2025 HSIP Guidelines 138 500 - Roadway Work 502 Widen Lane(s) Definition: Provide additional width to the lane(s). Refer to W.C. 517 if adding a through lane. Reduction Factor (%): 30% Maintenance Cost: $0 Service Life (Years): 20 G-Match: N Preventable Crash: (Roadway Related = 2, 3 or 4) OR(Vehicle Movements/Manner of Collision = 13, 21, 23, 30 or 33) Required Documents: Typical Section 503 Widen Paved Shoulder(to 5 ft.or less) Definition: Extend the existing paved shoulder to achieve desirable shoulder width. Refer to W.C. 504 or 537 for constructing a paved shoulder. Reduction Factor (%): 25% Maintenance Cost: $0 Service Life(Years): 20 G-Match: N Preventable Crash: (Roadway Related = 2, 3 or 4) OR(First Harmful Event = 4) Required Documents: Typical Section 504 Construct Paved Shoulders(1-4 ft.) Definition: Provide paved shoulders of 1-to 4-foot width where no shoulders existed previously. Refer to W.C. 503 or 536 for widening paved shoulders. Reduction Factor (%): 25% Maintenance Cost: $0 Service Life (Years): 20 G-Match: N Preventable Crash: (Roadway Related = 2, 3 or 4) OR (Vehicle Movements/Manner of Collision = 20, 23-24 or 30) OR(First Harmful Event = 4) Required Documents: Typical Section 505 Improve Vertical Alignment Definition: Reconstruct the roadway to improve sight distance. Reduction Factor (%): 50% Maintenance Cost: $0 Service Life (Years): 10 G-Match: N Preventable Crash: (Roadway Related = 2, 3 or 4) OR(Vehicle Movements/Manner of Collision = 13- 14, 20-24, 30, 32 or 34) Required Documents: None 506 Improve Horizontal Alignment Definition: Flatten existing curves. Refer to W.C. 507 for providing superelevation, and W.C. 508 for intersection realignment. Reduction Factor (%): 55% Maintenance Cost: $0 Service Life(Years): 10 G-Match: N Preventable Crash: (Roadway Related = 2, 3 or 4) OR(Vehicle Movements/Manner of Collision = 20-24 or 30) Required Documents: None 507 Increase Superelevation Definition: Provide increased superelevation on an existing curve. Reduction Factor (%): 65% Maintenance Cost: $0 Service Life (Years): 10 G-Match: N Preventable Crash: (Roadway Related = 2, 3 or 4) OR (Vehicle Movements/Manner of Collision = 30) Required Documents: None 508 Realign Intersection 2025 HSIP Guidelines 139 Improve an existing intersection by partial or complete relocation of the Definition: roadway(s). Refer to W.C. 509 for channelization, and W.C. 506 for improving horizontal alignments. Reduction Factor (%): TBD Maintenance Cost: $0 Service Life(Years): 10 G-Match: N Preventable Crash: Will be determined from supplied diagram Required Documents: Proposed Overhead Intersection View 509 Channelization Install islands and/or pavement markings to control or prohibit vehicular Definition: movements. A sketch of the proposed channelization should be provided. Refer to W.C. 508 for intersection realignment. Reduction Factor (%): TBD Maintenance Cost: $0 Service Life (Years): 10 G-Match: C Preventable Crash: Will be determined from supplied diagram Required Documents: Proposed Overhead View 510 Construct Turn Arounds Definition: Provide turnarounds at an intersection where none existed previously. Reduction Factor (%): 40% Maintenance Cost: $0 Service Life(Years): 10 G-Match: N Preventable Crash: (Intersection Related = 1 or 2) AND (Vehicle Movements/Manner of Collision = 12, 14, 18, 20, 22, 24, 26, 28, 29, or 34) Required Documents: Overhead Intersection View 514 Grade Separation Definition: Construct vertical separation of intersecting roadways. Reduction Factor (%): 80% Maintenance Cost: $0 Service Life (Years): 30 G-Match: N Preventable Crash: Intersection Related = 1 or 2 Required Documents: Overhead Intersection View 515 Construct Interchange Definition: Construct vertical separation of intersecting roadways to include interconnecting ramps. Reduction Factor (%): 65% Maintenance Cost: $0 Service Life (Years): 30 G-Match: N Preventable Crash: Intersection Related = 1 or 2 Required Documents: Overhead View 516 Close Crossover Definition: Permanently close an existing crossover. Reduction Factor (%): 50% Maintenance Cost: $0 Service Life (Years): 20 G-Match: N Preventable Crash: (Part of Roadway Involved = 1) AND (Vehicle Movements/Manner of Collision = 10, 14, 20-22, 24, 26, 28-30, 34 or 38) Required Documents: None 517 Add Through Lame Definition: Provide an additional travel lane. Reduction Factor(%): 28% Maintenance Cost: $0 2025 HSIP Guidelines 140 Service Life (Years): 20 G-Match: C Preventable Crash: Vehicle Movements/Manner of Collision = 20-24, 26-27, 29-30 Required Documents: Typical Section 518 Install Continuos Turn Lane Definition: Provide a continuous two-way left turn lane where none existed previously. Reduction Factor (%): 50% Maintenance Cost: $0 Service Life(Years): 10 G-Match: N Preventable Crash: Vehicle Movements/Manner of Collision = 20-22, 24, 26, 28-30, 34 or 38 Required Documents: Typical Section 519 Add Left Turn Lane Definition: Provide an exclusive left turn lane where none existed previously. The affected intersection approaches must be specified. Reduction Factor (%): 25% Maintenance Cost: $0 Service Life (Years): 10 G-Match: N Preventable Crash: Vehicle Movements/Manner of Collision = 20-22, 24, 26, 28-30, 34 or 38 AND Intersection Related * 4 Required Documents: Typical Section; overhead proposed layout 520 Lengthen Left Turn Lane Definition: Provide additional length to an existing exclusive left turn lane. Affected intersection approaches must be specified. Reduction Factor(%): 40% Maintenance Cost: $0 Service Life (Years): 10 G-Match: N Preventable Crash: Vehicle Movements/Manner of Collision = 20-22 AND Intersection Related * 4 r'I Required Documents: None 521 Add Right Turn Lane Definition: Provide an exclusive right turn lane where none existed previously. Affected intersection approaches must be specified. Reduction Factor (%): 25% Maintenance Cost: $0 Service Life (Years): 10 G-Match: N Preventable Crash: Vehicle Movements/Manner of Collision = 20-23, 25-27, 33 or 36 AND Intersection Related * 4 Required Documents: Typical Section 522 Lengthen Right Turn Lane Definition: Provide additional length to an existing exclusive right turn lane. Affected intersection approaches must be specified. Reduction Factor (%): 40% Maintenance Cost: $0 Service Life(Years): 10 G-Match: N Preventable Crash: Vehicle Movements/Manner of Collision = 20-22 AND Intersection Related * 4 Required Documents: None 523 Construct Pedestrian Over/Under Pass Definition: Construct a pedestrian crossover where none existed previously. Reduction Factor (%): 95% Maintenance Cost: $0 Service Life (Years): 20 G-Match: N Preventable Crash: First Harmful Event = 1 Required Documents: None 2025 HSIP Guidelines 141 524 Increase Turning Radius Definition: Provide an increased turning radius at an existing intersection. Reduction Factor(%): 10% Maintenance Cost: $0 Service Life (Years): 10 G-Match: C Preventable Crash: [(Vehicle Body Style = 87 or 91)AND (First Harmful Event = 7)] OR(Vehicle Movements/Manner of Collision = 13, 20-21, 30 or 33) Required Documents: Overhead Intersection View 525 Convert to One Way Frontage Roads Definition: Convert two-way frontage roads to one-way operation. Reduction Factor(%): 68% Maintenance Cost: $0 Service Life (Years): 10 G-Match: C Preventable Crash: Part of Roadway Involved = 2 Required Documents: None 526 Positive Offset Left-turn Lanes Definition: Add positive offset to existing left-turn lane(s) at an intersection. Reduction Factor (%): 36% Maintenance Cost: $0 Service Life (Years): 10 G-Match: N Preventable Crash: Vehicle Movements/Manner of Collision = 20-22, 24, 26, 28-30, 34 or 38 AND Intersection Related = (1 or 2) Required Documents: Proposed Intersection Layout 532 Milled Edgeline Rumble Strips Definition: Install continuous milled depressions (rumble stripes or rumble strips) along the edgeline. Stand-alone rumble strip project proposals will not be accepted. Reduction Factor(%): 15% Maintenance Cost: $0 Service Life(Years): 10 G-Match: Y Preventable Crash: (Roadway Related = 2, 3 or 4) OR (Vehicle Movements/Manner of Collision = 30) Required Documents: None 533 Profile Edgeline Markings Definition: Install profile edgeline markings. Stand-alone rumble strip project proposals will not be accepted. Reduction Factor (%): 7% Maintenance Cost: $0 Service Life(Years): 5 G-Match: Y Preventable Crash: (Roadway Related = 2, 3 or 4) OR(Vehicle Movements/Manner of Collision = 30) OR (Surface Condition = 2, 5, 6 or 9) Required Documents: None 534 Raised Edgeline Rumble Strips Definition: Install non-reflective raised traffic buttons (yellow or white) along the edgeline. Stand-alone rumble strip project proposals will not be accepted. Reduction Factor (%): 17% Maintenance Cost: $0 Service Life (Years): 2 G-Match: Y Preventable Crash: (Roadway Related = 2, 3 or 4) OR(Vehicle Movements/Manner of Collision = 30) OR (Surface Condition = 2, 5, 6 or 9) Required Documents: None 536 Widen Paved Shoulders (to >5 ft.) Definition: Extend the existing paved shoulder to greater than 5 ft. Refer to W.C. 504 or 537 for constructing a paved shoulder. 2025 HSIP Guidelines 142 Reduction Factor (%): 31% Maintenance Cost: $0 Service Life(Years): 20 G-Match: N Preventable Crash: (Roadway Related = 2, 3 or 4) OR (First Harmful Event = 4) Required Documents: Typical Section 537 Construct Paved Shoulders (>= 5ft.) Definition: Provide paved shoulders 5 feet or greater where no shoulders existed previously. Refer to W.C. 503 or 536 for widening paved shoulders. Reduction Factor (%): 40% Maintenance Cost: $0 Service Life(Years): 20 G-Match: N Preventable Crash: (Roadway Related = 2, 3 or 4) OR (Vehicle Movements/Manner of Collision = 20, 23-24 or 30) OR(First Harmful Event = 4) Required Documents: Typical Section 538 Convert 2 Lane Facility to 4 Lane Divided Definition: Convert an existing 2-lane facility to a 4-lane divided facility. Reduction Factor (%): 45% Maintenance Cost: $0 Service Life (Years): 20 G-Match: C Preventable Crash: (Roadway Related = 2, 3 or 4) OR(Vehicle Movements/Manner of Collision = 10, 13, 14, 20, 21, 22, 24 or 30) Required Documents: Typical Section 540 Install Passing Lanes on 2 Lane Road Definition: Widen roadway to install passing lanes on a 2-lane roadway where none currently exist. Reduction Factor (%): 25% Maintenance Cost: $0 Service Life (Years): 15 G-Match: N Preventable Crash: (Roadway Related = 1, 2, or 3) AND (Vehicle Movements/Manner of Collision = 20- 24 or 30) Required Documents: Typical Section 541 Provide Additional Paved Surface Width Provide additional paved surface width with appropriate subsurface to each side of Definition: two lane, two-way roadways with existing paved surface width less than 24' to a maximum width of 28'. Reduction Factor (%): 30% Maintenance Cost: $0 Service Life (Years): 20 G-Match: N Preventable Crash: (Roadway Related = 2, 3, or 4) OR(Vehicle Movements/Manner of Collision = 21 or 30) OR First Harmful Event = 10) Required Documents: Typical Section 542 Milled Centerline Rumble Strips Definition: Install milled centerline rumble strips along the centerline. Stand-alone rumble strip project proposals will not be accepted. Reduction Factor (%): 26% Maintenance Cost: $0 Service Life (Years): 10 G-Match: Y Preventable Crash: (Vehicle Movements/Manner of Collision = 21 or 30) OR (Roadway Related = 2 or 3) Required Documents: None 543 Profile Centerline Markings Install profile centerline markings and preformed thermoplastic strips along the Definition: centerline. Stand-alone centerline rumble strip project proposals will not be accepted. Reduction Factor (%): 7% Maintenance Cost: $0 2025 HSIP Guidelines 143 Service Life(Years): 5 G-Match: Y Preventable Crash: (Vehicle Movements/Manner of Collision = 21 or 30) OR (Roadway Related = 2 or 3) OR (Surface Condition = 2, 5, 6 or 9) Required Documents: None 544 Raised Centerline Rumble Strips Install non-reflective raised traffic buttons (yellow or black) and preformed Definition: thermoplastic strips along the centerline. Stand-alone centerline rumble strip project proposals will not be accepted. Reduction Factor (%): 17% Maintenance Cost: $0 Service Life (Years): 4 G-Match: Y Preventable Crash: (Vehicle Movements/Manner of Collision = 21 or 30) OR (Roadway Related = 2 or 3) OR(Surface Condition = 2, 5, 6 or 9) Required Documents: None 545 Transverse Rumble Strips Definition: Install transverse or in-lane rumble strips in advance of a high incident and special geometric location. Reduction Factor (%): 15% Maintenance Cost: $0 Service Life (Years): 5 G-Match: N Preventable Crash: Intersection Related = 1 or 2 Required Documents: None 547 Construct a Roundabout Definition: Convert an existing intersection to a single lane roundabout design Reduction Factor (%): TBD Maintenance Cost: $0 Service Life (Years): 10 G-Match: Y Preventable Crash: Intersection Related = 1 or 2 Required Documents: Overhead intersection layout 550 Restricted Crossing U-Turn (RCUT) Definition: Convert intersection to restricted crossing U-turn (RCUT) intersection. Reduction Factor (%): 42% Maintenance Cost: $0 Service Life (Years): 10 G-Match: N Preventable Crash: Intersection Related = 1 or 2 Required Documents: Overhead intersection layout 551 Median U-Turn (MUT) Convert intersection to median U-Turn (MUT) intersection that replaces direct left Definition: turns at an intersection with indirect left turns using a U-turn movement in a wide median. Refer to RDM Appendix E: Section 4 Reduction Factor (%): 36% Maintenance Cost: $0 Service Life (Years): 25 G-Match: N Preventable Crash: Intersection Related = 1 or 2 Required Documents: Overhead intersection layout 2025 HSIP Guidelines 144 Work Codes & Combinations in MicroStrategy Work Codes and Work Code Combinations in MicroStrategy Work codes listed with a Reduction Factor of"TBD" require evaluation by a TRF Safety engineer. Work codes listed as"N/A" are systemic use only and do not require crash scoring. Work Code Reduction Service (Combo) Description Factor Life 101 Install Warning/Guide Signs 20% 6 107 Install Traffic Signal 35% 10 108 Improve Traffic Signals 24% 10 109 Implement Leading Pedestrian Interval (LPI) Timing 16% 10 110 Install Pedestrian Signal 340/0 10 111 Interconnect Signals 10% 10 113 Install Delineators 12% 7 114 Install School Zones 20% 5 115 Install Pedestrian Countdown Timer 58% 10 118 Replace Flashing Beacon with a Traffic Signal 25% 10 119 Install Overhead Signs 20% 6 122 Install Advanced Warning Signals (Intersection - Existing 10% 10 Warning Signs) 123 Install Advanced Warning Signals (Curve- Existing Warning 10% 10 Signs) 124 Install Advanced Warning Signals and Signs (Intersection) 27% 10 125 Install Advanced Warning Signals and Signs (Curve) 15% 10 128 Install Advanced Warning Signs (Intersection) 5% 6 130 Install Advanced Warning Signs (Curve) 5% 6 131 Improve Pedestrian Signals 10% 10 132 Install Advance Warning Signals and Signs 10% 10 133 Improve School Zone 5% 5 134 Install Advanced Crossing Signage 25% 15 136 Install LED Flashing Chevrons (Curve) 35% 10 137 Install Chevrons (Curve) 25% 10 138 Install Flashing Yellow Arrow 41% 10 139 Install Surface Mounted Delineators on Centerline 12% 7 140 Wrong Way Driver Warning Signs N/A 6 141 Wrong Way Driver Warning Markings N/A 4 142 Wrong Way Driver Advanced Technologies N/A 8 2025 HSIP Guidelines 145 Work Codes &Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 143 Pedestrian Hybrid Beacon 15% 10 144 Install RRFB N/A 10 145 Flashing or LED-embedded Stop Signs 10% 10 150 Dynamic Speed Feedback Signs 7% 10 1 201 Install Median Barrier 75% 20 203 Install Raised Median 25% 20 204 Flatten Side Slope 5% 20 209 Safety Treat Fixed Objects 50% 20 217 Install Impact Attenuation System 60% 10 218 Widen Bridge 55% 20 220 Truck Facilities N/A 225 Pedestrian Crossing Deterrent N/A 0 303 Resurfacing 30% 10 304 Safety Lighting 49% 15 305 Safety Lighting at Intersection 13% 15 401 Install Pavement Markings 20% 4 402 Install Edge Marking 25% 4 403 Install Pedestrian Crosswalk 10% 4 404 Install Centerline Striping 65% 4 407 Install Sidewalks 65% 10 408 Add Shared Use Path 25% 20 409 Install Pedestrian Refuge Islands 34% 25 410 Install Dedicated Bicycle Lanes 27% 4 502 Widen Lane(s) 30% 20 503 Widen Paved Shoulder (to 5 ft. or less) 25% 20 504 Construct Paved Shoulders (1-4 ft.) 25% 20 505 Improve Vertical Alignment 50% 10 506 Improve Horizontal Alignment 55% 10 507 Increase Superelevation 65% 10 508 Realign Intersection TBD 10 509 Channelization TBD 10 510 Construct Turn Arounds 40% 10 514 Grade Separation 80% 30 2025 HSIP Guidelines 146 Work Codes & Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 515 Construct Interchange 65% 30 516 Close Crossover 50% 20 517 Add Through Lane 28% 20 518 Install Continuous Turn Lane 50% 10 519 Add Left Turn Lane 25% 10 520 Lengthen Left Turn Lane 40% 10 521 Add Right Turn Lane 25% 10 522 Lengthen Right Turn Lane 40% 10 523 Construct Pedestrian Over/Under Pass 95% 20 524 Increase Turning Radius 10% 10 525 Convert to One Way Frontage Roads 68% 10 526 Positive Offset Left-turn Lanes 36% 10 532 Milled Edgeline Rumble Strips 15% 10 533 Profile Edgeline Markings 70A, 5 534 Raised Edgeline Rumble Strips 17% 2 536 Widen Paved Shoulders (to >5 ft.) 31% 20 537 Construct Paved Shoulders (>= 5ft.) 40% 20 538 Convert 2 Lane Facility to 4 Lane Divided 45% 20 540 Install Passing Lanes on 2 Lane Road 25% 15 541 Provide Additional Paved Surface Width 30% 20 542 Milled Centerline Rumble Strips 26% 10 543 Profile Centerline Markings 7% 5 544 Raised Centerline Rumble Strips 170/0 4 545 Transverse Rumble Strips 15% 5 547 Construct a Roundabout TBD 10 550 Restricted Crossing U-Turn (RCUT) 42% 10 551 Median U-Turn (MUT) 36% 10 101, 132 Install Warning/Guide Signs, Install Advance Warning Signals 58% 10 and Signs 101, 136, Install Warning/Guide Signs, Install LED Flashing Chevrons 270/0 10 533, 543 (Curve), Profile Edgeline Markings, Profile Centerline Markings 101, 137, 401 Install Warning/Guide Signs, Install Chevrons (Curve), Install 32% 10 Pavement Markings 101, 209 Install Warning/Guide Signs, Safety Treat Fixed Objects 70% 20 101, 303 Install Warning/Guide Signs, Resurfacing 44% 10 2025 HSIP Guidelines 147 Work Codes &Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 101, 303, 404 Install Warning/Guide Signs, Resurfacing, Install Centerline 36% 10 Striping 101, 303, Install Warning/Guide Signs, Resurfacing, Install Centerline 404, 519, Striping, Add Left Turn Lane, Add Right Turn Lane, Raised 37% 10 521, 534 Edgeline Rumble Strips 101, 303, 543 Install Warning/Guide Signs, Resurfacing, Profile Centerline 36% 10 Markings , 101, 401 Install Warning/Guide Signs, Install Pavement Markings 24% 6 107, 111 Install Traffic Signal, Interconnect Signals 22% 10 107, 111, 407 Install Traffic Signal, Interconnect Signals, Install Sidewalks 47% 10 107, 122 Install Traffic Signal, Install Advanced Warning Signals 38% 10 (Intersection - Existing Warning Signs) 107 122 Install Traffic Signal, Install Advanced Warning Signals 305, 545 (Intersection - Existing Warning Signs), Safety Lighting at 39% 15 Intersection, Transverse Rumble Strips 107, 124 Install Traffic Signal, Install Advanced Warning Signals and 55% 10 Signs (Intersection) Install Traffic Signal, Install Advanced Warning Signals and 107, 124, 305, 519, 545 Signs (Intersection), Safety Lighting at Intersection, Add Left 53% 15 Turn Lane, Transverse Rumble Strips Install Traffic Signal, Install Advanced Warning Signals and 107, 124, Signs (Intersection), Safety Lighting at Intersection, 39% 15 305, 545 Transverse Rumble Strips 107, 124, 545 Install Traffic Signal, Install Advanced Warning Signals and 46% 10 Signs (Intersection), Transverse Rumble Strips 107, 128 Install Traffic Signal, Install Advanced Warning Signs 36% 10 (Intersection) 107, 128, 520 Install Traffic Signal, Install Advanced Warning Signs 49% 10 (Intersection), Lengthen Left Turn Lane 107, 203, Install Traffic Signal, Install Raised Median, Safety Lighting, 50% 20 304, 407 Install Sidewalks 107, 203, Install Traffic Signal, Install Raised Median, Safety Lighting at 305, 401, Intersection, Install Pavement Markings, Channelization, TBD 10 4 509, 518, 519 Install Continuous Turn Lane, Add Left Turn Lane 107, 203, Install Traffic Signal, Install Raised Median, Safety Lighting at TBD 10 305, 509, 519 Intersection, Channelization, Add Left Turn Lane 107, 203, Install Traffic Signal, Install Raised Median, Install Pavement TBD 20 401, 508, 521 Markings, Realign Intersection, Add Right Turn Lane 107, 209, 519 Install Traffic Signal, Safety Treat Fixed Objects, Add Left Turn 720/0 20 Lane 107, 305 Install Traffic Signal, Safety Lighting at Intersection 42% 15 107, 305, 521 Install Traffic Signal, Safety Lighting at Intersection, Add Right 36% 15 Turn Lane 107, 305, 545 Install Traffic Signal, Safety Lighting at Intersection, 42% 15 Transverse Rumble Strips 107, 407 Install Traffic Signal, Install Sidewalks 59% 10 107, 516 Install Traffic Signal, Close Crossover 69% 20 107, 519 Install Traffic Signal, Add Left Turn Lane 43% 10 107, 521 Install Traffic Signal, Add Right Turn Lane 43% 10 2025 HSIP Guidelines 148 Work Codes &Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 108, 110, 407 Improve Traffic Signals, Install Pedestrian Signal, Install 42% 10 Sidewalks 108, 111 Improve Traffic Signals, Interconnect Signals 28% 10 108, 111, 122 Improve Traffic Signals, Interconnect Signals, Install Advanced 30% 10 Warning Signals (Intersection - Existing Warning Signs) Improve Traffic Signals, Interconnect Signals, Install Advanced 108, 111, Warning Signals (Intersection - Existing Warning Signs), 310/0 10 122, 138 Install Flashing Yellow Arrow 108 lii Improve Traffic Signals, Interconnect Signals, Install Advanced 122, 111, Warning Signals (Intersection - Existing Warning Signs), 40% 10 407 Install Sidewalks Improve Traffic Signals, Interconnect Signals, Install Advanced 11028,, 111, 401, 403 Warning Signs (Intersection), Install Pavement Markings, 31% 10 Install Pedestrian Crosswalk 108, 111, 138 Improve Traffic Signals, Interconnect Signals, Install Flashing 31% 10 Yellow Arrow Improve Traffic Signals, Interconnect Signals, Install Flashing 108, 111, Yellow Arrow, Install Raised Median, Safety Lighting at 41% 20 138, 203, 305 Intersection 108, 111, Improve Traffic Signals, Interconnect Signals, Install Flashing 37% 15 138, 305 Yellow Arrow, Safety Lighting at Intersection 108, 111, 203 Improve Traffic Signals, Interconnect Signals, Install Raised 27% 20 Median 108, 111, 305 Improve Traffic Signals, Interconnect Signals, Safety Lighting 35% 15 at Intersection 108, 111, 403 Improve Traffic Signals, Interconnect Signals, Install 30% 10 Pedestrian Crosswalk Improve Traffic Signals, Install Advanced Warning Signals 108, 122, 138 (Intersection - Existing Warning Signs), Install Flashing Yellow 31% 10 Arrow 108, 124 Improve Traffic Signals, Install Advanced Warning Signals and 51% 10 Signs (Intersection) 108, 124 Improve Traffic Signals, Install Advanced Warning Signals and 138, 401, 519 Signs (Intersection), Install Flashing Yellow Arrow, Install 36% 10 Pavement Markings, Add Left Turn Lane 108, 124, 305 Improve Traffic Signals, Install Advanced Warning Signals and 31% 15 Signs (Intersection), Safety Lighting at Intersection 108, 124 Improve Traffic Signals, Install Advanced Warning Signals and 305, 545 Signs (Intersection), Safety Lighting at Intersection, 38% 15 Transverse Rumble Strips 108, 128 Improve Traffic Signals, Install Advanced Warning Signs 26% 10 (Intersection) 108, 128, Improve Traffic Signals, Install Advanced Warning Signs 131, 138, (Intersection), Improve Pedestrian Signals, Install Flashing 36% 15 305, 401, 519 Yellow Arrow, Safety Lighting at Intersection, Install Pavement Markings, Add Left Turn Lane 108, 128, 305 Improve Traffic Signals, Install Advanced Warning Signs 34% 15 (Intersection), Safety Lighting at Intersection 108 128 Improve Traffic Signals, Install Advanced Warning Signs 401, 403� (Intersection), Install Pavement Markings, Install Pedestrian 30% 10 Crosswalk 108, 128, 403 Improve Traffic Signals, Install Advanced Warning Signs 28% 10 (Intersection), Install Pedestrian Crosswalk 108, 131 Improve Traffic Signals, Improve Pedestrian Signals 26% 10 2025 HSIP Guidelines 149 Work Codes &Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 108, 131, Improve Traffic Signals, Improve Pedestrian Signals, Improve 37% 7 133, 407 School Zone, Install Sidewalks 108, 131, 138 Improve Traffic Signals, Improve Pedestrian Signals, Install 33% 10 Flashing Yellow Arrow 108, 131, Improve Traffic Signals, Improve Pedestrian Signals, Install 138, 303, Flashing Yellow Arrow, Resurfacing, Safety Lighting at 36% 15 305, 401, 519 Intersection, Install Pavement Markings, Add Left Turn Lane 108 131 Improve Traffic Signals, Improve Pedestrian Signals, Install 138, 305, 519 Flashing Yellow Arrow, Safety Lighting at Intersection, Add Left 44% 10 Turn Lane 108, 131, Improve Traffic Signals, Improve Pedestrian Signals, Install 36% 10 138, 519 Flashing Yellow Arrow, Add Left Turn Lane 108, 131, Improve Traffic Signals, Improve Pedestrian Signals, Install 36% 20 203, 521, 517 Raised Median, Add Right Turn Lane, Add Through Lane 108, 131, Improve Traffic Signals, Improve Pedestrian Signals, Safety 44% 15 304, 403 Lighting, Install Pedestrian Crosswalk 108, 131, 305 Improve Traffic Signals, Improve Pedestrian Signals, Safety 31% 15 Lighting at Intersection 108, 131, Improve Traffic Signals, Improve Pedestrian Signals, Safety 34% 15 305, 403 Lighting at Intersection, Install Pedestrian Crosswalk 108, 131, 403 Improve Traffic Signals, Improve Pedestrian Signals, Install 28% 10 Pedestrian Crosswalk 108, 131, 407 Improve Traffic Signals, Improve Pedestrian Signals, Install 38% 10 Sidewalks 108, 131, 517 Improve Traffic Signals, Improve Pedestrian Signals, Add 47% 20 Through Lane 108, 131, 519 Improve Traffic Signals, Improve Pedestrian Signals, Add Left 44% 10 Turn Lane 108, 132 Improve Traffic Signals, Install Advance Warning Signals and 36% 10 Signs 108, 138 Improve Traffic Signals, Install Flashing Yellow Arrow 27% 10 108, 138, 305 Improve Traffic Signals, Install Flashing Yellow Arrow, Safety 35% 15 Lighting at Intersection 108, 138, Improve Traffic Signals, Install Flashing Yellow Arrow, Safety 305, 401, Lighting at Intersection, Install Pavement Markings, Add Left 36% 15 519, 521 Turn Lane, Add Right Turn Lane 108, 138, 407 Improve Traffic Signals, Install Flashing Yellow Arrow, Install 43% 10 Sidewalks 108, 203 Improve Traffic Signals, Install Raised Median 51% 20 108, 209, Improve Traffic Signals, Safety Treat Fixed Objects, Install Pavement Markings, Improve Horizontal Alignment, Add 401, 506, Through Lane, Lengthen Left Turn Lane, Lengthen Right Turn 32°/0 20 517, 520, 522 Lane 108, 209, Improve Traffic Signals, Safety Treat Fixed Objects, Install 401, 506, Pavement Markings, Improve Horizontal Alignment, Add Left 82% 20 519, 520, Turn Lane, Lengthen Left Turn Lane, Add Right Turn Lane, 521, 522 Lengthen Right Turn Lane 108, 209, Improve Traffic Signals, Safety Treat Fixed Objects, Install 401, 506, Pavement Markings, Improve Horizontal Alignment, Lengthen 82% 20 520, 522 Left Turn Lane, Lengthen Right Turn Lane 108, 209, Improve Traffic Signals, Safety Treat Fixed Objects, Install 401, 506, Pavement Markings, Improve Horizontal Alignment, Lengthen 50% 20 520, 522, 538 Left Turn Lane, Lengthen Right Turn Lane, Convert 2 Lane Facility to 4 Lane Divided 2025 HSIP Guidelines l 50 Work Codes & Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 108, 209, 517 Improve Traffic Signals, Safety Treat Fixed Objects, Add 36% 20 Through Lane 108, 209, Improve Traffic Signals, Safety Treat Fixed Objects, Add Left 62% 20 519, 521 Turn Lane, Add Right Turn Lane 108, 209, Improve Traffic Signals, Safety Treat Fixed Objects, Lengthen 65% 20 520, 522 Left Turn Lane, Lengthen Right Turn Lane 108, 305 Improve Traffic Signals, Safety Lighting at Intersection 33% 15 108, 308 Improve Traffic Signals 36% 10 108, 401, 403 Improve Traffic Signals, Install Pavement Markings, Install 30% 10 Pedestrian Crosswalk 108, 403 Improve Traffic Signals, Install Pedestrian Crosswalk 260/0 10 108, 509 Improve Traffic Signals, Channelization TBD 10 108, 517, 518 Improve Traffic Signals, Add Through Lane, Install Continuous 52% 20 Turn Lane 108, 519 Improve Traffic Signals, Add Left Turn Lane 34% 10 108, 519, 521 Improve Traffic Signals, Add Left Turn Lane, Add Right Turn 42% 10 Lane 108, 519, Improve Traffic Signals, Add Left Turn Lane, Lengthen Right 41% 10 522, 524 Turn Lane, Increase Turning Radius 108, 519, 524 Improve Traffic Signals, Add Left Turn Lane, Increase Turning 46% 10 Radius 108, 520, 522 Improve Traffic Signals, Lengthen Left Turn Lane, Lengthen 45% 10 Right Turn Lane 108, 521 Improve Traffic Signals, Add Right Turn Lane 34% 10 108, 538 Improve Traffic Signals, Convert 2 Lane Facility to 4 Lane 64% 20 Divided 110, 403 Install Pedestrian Signal, Install Pedestrian Crosswalk 36% 10 111, 138 Interconnect Signals, Install Flashing Yellow Arrow 13% 10 111, 518 Interconnect Signals, Install Continuous Turn Lane 29% 10 111, 519 Interconnect Signals, Add Left Turn Lane 17% 10 113 122 Install Delineators, Install Advanced Warning Signals 519, 522, (Intersection - Existing Warning Signs), Add Left Turn Lane, 44% 10 Add Right Turn Lane 113, 123, Install Delineators, Install Advanced Warning Signals (Curve- 137, 139, Existing Warning Signs), Install Chevrons (Curve), Install 36% 20 218, 506 Surface Mounted Delineators on Centerline, Widen Bridge, Improve Horizontal Alignment 113, 128 Install Delineators, Install Advanced Warning Signs 35% 7 (Intersection) 113, 130, 137 Install Delineators, Install Advanced Warning Signs (Curve), 10% 10 Install Chevrons (Curve) 113, 533 Install Delineators, Profile Edgeline Markings 63% 7 119, 514 Install Overhead Signs, Grade Separation 57% 30 122, 305 Install Advanced Warning Signals (Intersection - Existing 20% 15 Warning Signs), Safety Lighting at Intersection 122, 519 Install Advanced Warning Signals (Intersection - Existing 27% 10 Warning Signs), Add Left Turn Lane 2025 HSIP Guidelines 151 Work Codes & Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life Install Advanced Warning Signals (Curve- Existing Warning 123, 125, Signs), Install Advanced Warning Signals and Signs (Curve), 50% 20 503, 532, 542 Widen Paved Shoulder (to 5 ft. or less), Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips Install Advanced Warning Signals (Curve- Existing Warning 123, 125, Signs), Install Advanced Warning Signals and Signs (Curve), 52% 20 532, 541, 542 Milled Edgeline Rumble Strips, Provide Additional Paved Surface Width, Milled Centerline Rumble Strips 123, 136 Install Advanced Warning Signals (Curve- Existing Warning 38% 10 Signs), Install LED Flashing Chevrons (Curve) Install Advanced Warning Signals (Curve- Existing Warning 123, 136, 503 Signs), Install LED Flashing Chevrons (Curve), Widen Paved 38% 20 Shoulder(to 5 ft. or less) Install Advanced Warning Signals (Curve- Existing Warning 123, 507, 537 13 , Signs), Install LED Flashing Chevrons (Curve), Increase 63% 20 Superelevation, Construct Paved Shoulders (>= 5ft.) Install Advanced Warning Signals (Curve- Existing Warning 123, 507, 543, Signs), Install LED Flashing Chevrons (Curve), Increase 45% 10 Superelevation, Profile Centerline Markings 123 136 Install Advanced Warning Signals (Curve- Existing Warning 532, 542 Signs), Install LED Flashing Chevrons (Curve), Milled Edgeline 41% 10 Rumble Strips, Milled Centerline Rumble Strips Install Advanced Warning Signals (Curve- Existing Warning 123, 136, 537 Signs), Install LED Flashing Chevrons (Curve), Construct 51% 20 Paved Shoulders (>= 5ft.) 123, 137 Install Advanced Warning Signals (Curve- Existing Warning 29% 10 Signs), Install Chevrons (Curve) 123, 137, Install Advanced Warning Signals (Curve- Existing Warning 209, 504, Signs), Install Chevrons (Curve), Safety Treat Fixed Objects, 38% 20 532, 542 Construct Paved Shoulders (1-4 ft.), Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips 123, 137, Install Advanced Warning Signals (Curve- Existing Warning 209, 532, Signs), Install Chevrons (Curve), Safety Treat Fixed Objects, 50% 20 537, 542 Milled Edgeline Rumble Strips, Construct Paved Shoulders (>= 5ft.), Milled Centerline Rumble Strips 123, 137, Install Advanced Warning Signals (Curve- Existing Warning 209, 532, Signs), Install Chevrons (Curve), Safety Treat Fixed Objects, 42% 20 541, 542 Milled Edgeline Rumble Strips, Provide Additional Paved Surface Width, Milled Centerline Rumble Strips 123 137 Install Advanced Warning Signals (Curve- Existing Warning 533, 543 Signs), Install Chevrons (Curve), Profile Edgeline Markings, 23% 10 Profile Centerline Markings Install Advanced Warning Signals (Curve- Existing Warning 123, 209, Signs), Safety Treat Fixed Objects, Construct Paved Shoulders 67% 20 504, 532, 542 (1-4 ft.), Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips Install Advanced Warning Signals (Curve- Existing Warning 123, 209, Signs), Safety Treat Fixed Objects, Milled Edgeline Rumble 71% 20 532, 537, 542 Strips, Construct Paved Shoulders (>= 5ft.), Milled Centerline Rumble Strips Install Advanced Warning Signals (Curve- Existing Warning 123, 209, Signs), Safety Treat Fixed Objects, Milled Edgeline Rumble 41% 20 532, 541, 542 Strips, Provide Additional Paved Surface Width, Milled Centerline Rumble Strips 123, 303 Install Advanced Warning Signals (Curve- Existing Warning 36% 10 Signs), Resurfacing 2025 HSIP Guidelines 152 Work Codes & Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 123, 401 Install Advanced Warning Signals (Curve- Existing Warning 15% 10 Signs), Install Pavement Markings 123 532 Install Advanced Warning Signals (Curve- Existing Warning 541, 542 Signs), Milled Edgeline Rumble Strips, Provide Additional 42% 20 Paved Surface Width, Milled Centerline Rumble Strips 123, 533 Install Advanced Warning Signals (Curve- Existing Warning 62% 10 Signs), Profile Edgeline Markings 123, 533, 543 Install Advanced Warning Signals (Curve- Existing Warning 65% 10 Signs), Profile Edgeline Markings, Profile Centerline Markings 123, 543 Install Advanced Warning Signals (Curve- Existing Warning 38% 10 Signs), Profile Centerline Markings 124, 304 Install Advanced Warning Signals and Signs (Intersection), 59% 15 Safety Lighting 124, 305 Install Advanced Warning Signals and Signs (Intersection), 25% 15 Safety Lighting at Intersection 124, 401, 545 Install Advanced Warning Signals and Signs (Intersection), 33% 10 Install Pavement Markings, Transverse Rumble Strips 124, 514 Install Advanced Warning Signals and Signs (Intersection), 86% 30 Grade Separation 124, 545 Install Advanced Warning Signals and Signs (Intersection), 49% 10 Transverse Rumble Strips 125, 136 Install Advanced Warning Signals and Signs (Curve), Install 40% 10 LED Flashing Chevrons (Curve) 125 136, Install Advanced Warning Signals and Signs (Curve), Install 533, 543 LED Flashing Chevrons (Curve), Profile Edgeline Markings, 36% 10 Profile Centerline Markings 125, 137 Install Advanced Warning Signals and Signs (Curve), Install 31% 10 Chevrons (Curve) 125, 137, Install Advanced Warning Signals and Signs (Curve), Install 209, 541 Chevrons (Curve), Safety Treat Fixed Objects, Provide 65% 20 Additional Paved Surface Width 125, 137, 402 Install Advanced Warning Signals and Signs (Curve), Install 31% 10 Chevrons (Curve), Install Edge Marking 125 137 Install Advanced Warning Signals and Signs (Curve), Install 532, 542 Chevrons (Curve), Milled Edgeline Rumble Strips, Milled 30% 10 Centerline Rumble Strips 128, 305 Install Advanced Warning Signs (Intersection), Safety Lighting 9% 15 at Intersection 128, 519 Install Advanced Warning Signs (Intersection), Add Left Turn 45% 10 Lane 128, 519, 521 Install Advanced Warning Signs (Intersection), Add Left Turn 45% 10 Lane, Add Right Turn Lane 130, 136 Install Advanced Warning Signs (Curve), Install LED Flashing 52% 10 Chevrons (Curve) 130, 136, 533 Install Advanced Warning Signs (Curve), Install LED Flashing 64% 10 Chevrons (Curve), Profile Edgeline Markings 130 136 Install Advanced Warning Signs (Curve), Install LED Flashing 533, 543 Chevrons (Curve), Profile Edgeline Markings, Profile Centerline 17% 10 Markings 130, 137 Install Advanced Warning Signs (Curve), Install Chevrons 27% 10 (Curve) 130, 137, Install Advanced Warning Signs (Curve), Install Chevrons 209, 504, (Curve), Safety Treat Fixed Objects, Construct Paved 67% 20 532, 542 Shoulders (1-4 ft.), Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips 2025 HSIP Guidelines 153 Work Codes &Combinations in MicroStrategy Work Code Description Reduction Service (Combo) Factor Life 130, 137, Install Advanced Warning Signs (Curve), Install Chevrons 209, 532, (Curve), Safety Treat Fixed Objects, Milled Edgeline Rumble 74% 20 537, 542 Strips, Construct Paved Shoulders (>= 5ft.), Milled Centerline Rumble Strips 130, 137, Install Advanced Warning Signs (Curve), Install Chevrons 209, 532, (Curve), Safety Treat Fixed Objects, Milled Edgeline Rumble 69% 20 541, 542 Strips, Provide Additional Paved Surface Width, Milled Centerline Rumble Strips 130, 137, 304 Install Advanced Warning Signs (Curve), Install Chevrons 31% 15 (Curve), Safety Lighting 130, 137, Install Advanced Warning Signs (Curve), Install Chevrons (Curve), Construct Paved Shoulders (1-4 ft.), Improve 504, 506, Horizontal Alignment, Increase Superelevation, Milled Edgeline 57% 20 507, 532, Rumble Strips, Provide Additional Paved Surface Width, Milled 541, 542 Centerline R 130, 137, Install Advanced Warning Signs (Curve), Install Chevrons 532, 542 (Curve), Milled Edgeline Rumble Strips, Milled Centerline 29% 10 Rumble Strips 130, 137, Install Advanced Warning Signs (Curve), Install Chevrons 29% 10 533, 543 (Curve), Profile Edgeline Markings, Profile Centerline Markings 130, 137 Install Advanced Warning Signs (Curve), Install Chevrons 534, 544, (Curve), Raised Edgeline Rumble Strips, Raised Centerline 30% 10 Rumble Strips 130, 209, 503 Install Advanced Warning Signs (Curve), Safety Treat Fixed 36% 20 Objects, Widen Paved Shoulder (to 5 ft. or less) 131, 403 Improve Pedestrian Signals, Install Pedestrian Crosswalk 34% 10 131, 403, 407 Improve Pedestrian Signals, Install Pedestrian Crosswalk, 67% 10 Install Sidewalks 131, 407 Improve Pedestrian Signals, Install Sidewalks 66% 10 131, 521 Improve Pedestrian Signals, Add Right Turn Lane 29% 10 132, 133, 203 Install Advance Warning Signals and Signs, Improve School 36% 20 Zone, Install Raised Median 133, 403 Improve School Zone, Install Pedestrian Crosswalk 36% 5 133, 403, 407 Improve School Zone, Install Pedestrian Crosswalk, Install 19% 10 Sidewalks 133, 407 Improve School Zone, Install Sidewalks 65% 10 136, 209, Install LED Flashing Chevrons (Curve), Safety Treat Fixed 303, 502, Objects, Resurfacing, Widen Lane(s), Construct Paved 49% 20 504, 533, 543 Shoulders (1-4 ft.), Profile Edgeline Markings, Profile Centerline Markings 136, 209, Install LED Flashing Chevrons (Curve), Safety Treat Fixed 502, 504, Objects, Widen Lane(s), Construct Paved Shoulders (1-4 ft.), 49% 20 533, 543 Profile Edgeline Markings, Profile Centerline Markings 136 209 Install LED Flashing Chevrons (Curve), Safety Treat Fixed 504, 533, 543 Objects, Construct Paved Shoulders (1-4 ft.), Profile Edgeline 53% 20 Markings, Profile Centerline Markings 136, 209, Install LED Flashing Chevrons (Curve), Safety Treat Fixed 533, 541, 543 Objects, Profile Edgeline Markings, Provide Additional Paved 58% 20 Surface Width, Profile Centerline Markings 136, 402 Install LED Flashing Chevrons (Curve), Install Edge Marking 36% 10 136, 506 Install LED Flashing Chevrons (Curve), Improve Horizontal 69% 10 Alignment 2025 HSIP Guidelines 1 54 Work Codes &Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 136, 533 Install LED Flashing Chevrons (Curve), Profile Edgeline 67% 10 Markings 136, 533, 542 Install LED Flashing Chevrons (Curve), Profile Edgeline 41% 10 Markings, Milled Centerline Rumble Strips 136, 533, 543 Install LED Flashing Chevrons (Curve), Profile Edgeline 70% 10 Markings, Profile Centerline Markings 136, 542 Install LED Flashing Chevrons (Curve), Milled Centerline 32% 10 Rumble Strips 137, 209, 217 Install Chevrons (Curve), Safety Treat Fixed Objects, Install 74% 20 Impact Attenuation System Install Chevrons (Curve), Safety Treat Fixed Objects, Milled 137, 532, 5037, 542 Edgeline Rumble Strips, Construct Paved Shoulders (>= 5ft.), 57% 20 Milled Centerline Rumble Strips I137, Install Chevrons (Curve), Safety Treat Fixed Objects, Milled 532, 209, 542 Edgeline Rumble Strips, Provide Additional Paved Surface 63% 20 54Width, Milled Centerline Rumble Strips 137, 304 Install Chevrons (Curve), Safety Lighting 30% 15 137, 401 Install Chevrons (Curve), Install Pavement Markings 47% 10 137, 503, 507 Install Chevrons (Curve), Widen Paved Shoulder (to 5 ft. or 45% 20 less), Increase Superelevation 137, 504 Install Chevrons (Curve), Construct Paved Shoulders (1-4 ft.) 30% 20 137, 507 Install Chevrons (Curve), Increase Superelevation 67% 10 137, 532, 542 Install Chevrons (Curve), Milled Edgeline Rumble Strips, Milled 30% 10 Centerline Rumble Strips 137, 533, 543 Install Chevrons (Curve), Profile Edgeline Markings, Profile 68% 10 Centerline Markings 137, 541 Install Chevrons (Curve), Provide Additional Paved Surface 34% 20 Width 137, 543 Install Chevrons (Curve), Profile Centerline Markings 51% 10 140, 141 Wrong Way Driver Warning Signs, Wrong Way Driver Warning 59% 6 Markings 140, 141, 142 Wrong Way Driver Warning Signs, Wrong Way Driver Warning TBD 8 Markings, Wrong Way Driver Advanced Technologies 143, 304 Pedestrian Hybrid Beacon, Safety Lighting 52% 15 143, 403, 407 Pedestrian Hybrid Beacon, Install Pedestrian Crosswalk, Install 24% 10 Sidewalks 201, 204 Install Median Barrier, Flatten Side Slope 65% 20 201, 303 Install Median Barrier, Resurfacing 69% 20 I201, 303, 532 Install Median Barrier, Resurfacing, Milled Edgeline Rumble 71% 20 Strips 201, 304 Install Median Barrier, Safety Lighting 64% 20 201, 516 Install Median Barrier, Close Crossover 64% 20 201, 521, 532 Install Median Barrier, Add Right Turn Lane, Milled Edgeline 80% 20 Rumble Strips 201, 532 Install Median Barrier, Milled Edgeline Rumble Strips 66% 20 201, 533 Install Median Barrier, Profile Edgeline Markings 69% 20 203, 407 Install Raised Median, Install Sidewalks 37% 20 2025 HSIP Guidelines 155 Work Codes & Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 203, 517 Install Raised Median, Add Through Lane 37% 20 203, 533 Install Raised Median, Profile Edgeline Markings 48% 20 203, 533, 542 Install Raised Median, Profile Edgeline Markings, Milled 39% 20 Centerline Rumble Strips 203, 533, 543 Install Raised Median, Profile Edgeline Markings, Profile 31% 20 Centerline Markings 204, 209 Flatten Side Slope, Safety Treat Fixed Objects 36% 20 209, 218 Safety Treat Fixed Objects, Widen Bridge 64% 20 209, 218, 541 Safety Treat Fixed Objects, Widen Bridge, Provide Additional 69% 20 Paved Surface Width 209, 303, Safety Treat Fixed Objects, Resurfacing, Widen Lane(s), Widen 502, 503, Paved Shoulder (to 5 ft. or less), Install Continuous Turn Lane, 78% 20 518, 533 Profile Edgeline Markings 209, 303, Safety Treat Fixed Objects, Resurfacing, Widen Lane(s), Widen 502, 503, Paved Shoulder (to 5 ft. or less), Milled Edgeline Rumble 68% 20 532, 542 Strips, Milled Centerline Rumble Strips 209, 303, Safety Treat Fixed Objects, Resurfacing, Widen Lane(s), Widen 502, 503, Paved Shoulder (to 5 ft. or less), Profile Edgeline Markings, 66% 20 533, 543 Profile Centerline Markings 209, 303, 503 Safety Treat Fixed Objects, Resurfacing, Widen Paved 63% 20 Shoulder (to 5 ft. or less) 209, 303, 504 Safety Treat Fixed Objects, Resurfacing, Construct Paved 83% 20 Shoulders (1-4 ft.) 209 303 Safety Treat Fixed Objects, Resurfacing, Milled Edgeline 532, 540, 542 Rumble Strips, Install Passing Lanes on 2 Lane Road, Milled 68% 20 Centerline Rumble Strips 209, 304 Safety Treat Fixed Objects, Safety Lighting 72% 20 209, 304, Safety Treat Fixed Objects, Safety Lighting, Widen Lane(s), 54% 20 502, 503 Widen Paved Shoulder (to 5 ft. or less) 209, 304, Safety Treat Fixed Objects, Safety Lighting, Install Continuous 79% 20 518, 536 Turn Lane, Widen Paved Shoulders (to >5 ft.) 209, 304, 536 Safety Treat Fixed Objects, Safety Lighting, Widen Paved 70% 20 Shoulders (to >5 ft.) 209, 401 Safety Treat Fixed Objects, Install Pavement Markings 64% 20 209, 502 Safety Treat Fixed Objects, Widen Lane(s) 65% 20 209, 502, 503 Safety Treat Fixed Objects, Widen Lane(s), Widen Paved 63% 20 Shoulder (to 5 ft. or less) 209 502 Safety Treat Fixed Objects, Widen Lane(s), Widen Paved 503, 518, 533 Shoulder (to 5 ft. or less), Install Continuous Turn Lane, Profile 51% 20 Edgeline Markings 209, 502, Safety Treat Fixed Objects, Widen Lane(s), Widen Paved 503, 532, 542 Shoulder (to 5 ft. or less), Milled Edgeline Rumble Strips, 49% 20 Milled Centerline Rumble Strips 209, 502, Safety Treat Fixed Objects, Widen Lane(s), Widen Paved 49% 20 503, 533 Shoulder (to 5 ft. or less), Profile Edgeline Markings 209, 502, Safety Treat Fixed Objects, Widen Lane(s), Widen Paved 503, 533, 543 Shoulder (to 5 ft. or less), Profile Edgeline Markings, Profile 49% 20 Centerline Markings 209, 502, 504 Safety Treat Fixed Objects, Widen Lane(s), Construct Paved 63% 20 Shoulders (1-4 ft.) 2025 HSIP Guidelines 156 Work Codes &Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life Safety Treat Fixed Objects, Widen Lane(s), Construct Paved 209, 504, 55032, 542 Shoulders (1-4 ft.), Milled Edgeline Rumble Strips, Milled 49% 20 Centerline Rumble Strips 209, 502, 536 Safety Treat Fixed Objects, Widen Lane(s), Widen Paved 66% 20 Shoulders (to >5 ft.) 209, 503 Safety Treat Fixed Objects, Widen Paved Shoulder(to 5 ft. or 56% 20 less) 209, 503, 518 Safety Treat Fixed Objects, Widen Paved Shoulder (to 5 ft. or 78% 20 less), Install Continuous Turn Lane Safety Treat Fixed Objects, Widen Paved Shoulder(to 5 ft. or 25018,, 503, 532 less), Install Continuous Turn Lane, Milled Edgeline Rumble 78% 20 Strips Safety Treat Fixed Objects, Widen Paved Shoulder (to 5 ft. or 209, 503, less), Install Continuous Turn Lane, Milled Edgeline Rumble 58% 20 518, 532, 542 Strips, Milled Centerline Rumble Strips 209, 503, 532 Safety Treat Fixed Objects, Widen Paved Shoulder (to 5 ft. or 62% 20 less), Milled Edgeline Rumble Strips Safety Treat Fixed Objects, Widen Paved Shoulder (to 5 ft. or 209, 503, less), Raised Edgeline Rumble Strips, Raised Centerline 36% 20 534, 544 Rumble Strips 209, 503, 540 Safety Treat Fixed Objects, Widen Paved Shoulder(to 5 ft. or 62% 20 less), Install Passing Lanes on 2 Lane Road 209, 504 Safety Treat Fixed Objects, Construct Paved Shoulders (1-4 63% 20 209 504 Safety Treat Fixed Objects, Construct Paved Shoulders (1-4 532, 542 ft.), Milled Edgeline Rumble Strips, Milled Centerline Rumble 67% 20 Strips 209, 504, 533 Safety Treat Fixed Objects, Construct Paved Shoulders (1-4 36% 20 ft.), Profile Edgeline Markings 209, 504, Safety Treat Fixed Objects, Construct Paved Shoulders (1-4 36% 20 533, 543 ft.), Profile Edgeline Markings, Profile Centerline Markings 209, 504, 542 Safety Treat Fixed Objects, Construct Paved Shoulders (1-4 66% 20 ft.), Milled Centerline Rumble Strips 209, 506 Safety Treat Fixed Objects, Improve Horizontal Alignment 64% 20 209, 516 Safety Treat Fixed Objects, Close Crossover 75% 20 209, 517 Safety Treat Fixed Objects, Add Through Lane 64% 20 209, 518 Safety Treat Fixed Objects, Install Continuous Turn Lane 75% 20 209, 518, 532 Safety Treat Fixed Objects, Install Continuous Turn Lane, 76% 20 Milled Edgeline Rumble Strips 209, 518, Safety Treat Fixed Objects, Install Continuous Turn Lane, 77% 20 532, 542 Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips 209, 518, 536 Safety Treat Fixed Objects, Install Continuous Turn Lane, 70% 20 Widen Paved Shoulders (to >5 ft.) I209, 519 Safety Treat Fixed Objects, Add Left Turn Lane 56% 20 209, 519, 521 Safety Treat Fixed Objects, Add Left Turn Lane, Add Right 62% 20 Turn Lane 209, 532 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips 63% 20 209, 532, Safety Treat Fixed Objects, Milled Edgeline Rumble Strips, 536, 542 Widen Paved Shoulders (to >5 ft.), Milled Centerline Rumble 70% 20 Strips 2025 HSIP Guidelines 157 Work Codes & Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 209 532 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips, 537, 542 Construct Paved Shoulders (>= 5ft.), Milled Centerline Rumble 74% 20 Strips 209, 532, 540 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips, 64% 20 Install Passing Lanes on 2 Lane Road Safety Treat Fixed Objects, Milled Edgeline Rumble Strips, 209, 532, 540, 542 Install Passing Lanes on 2 Lane Road, Milled Centerline 35% 15 Rumble Strips 209, 532, 541 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips, 54% 20 Provide Additional Paved Surface Width 209, 532 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips, 541, 542 Provide Additional Paved Surface Width, Milled Centerline 37% 20 Rumble Strips 209, 532, 542 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips, 57% 20 Milled Centerline Rumble Strips 209 533 Safety Treat Fixed Objects, Profile Edgeline Markings, 537, 543 Construct Paved Shoulders (>= 5ft.), Profile Centerline 71% 20 Markings 209, 533, 541 Safety Treat Fixed Objects, Profile Edgeline Markings, Provide 59% 20 Additional Paved Surface Width 209, 533, Safety Treat Fixed Objects, Profile Edgeline Markings, Provide 71% 20 541, 543 Additional Paved Surface Width, Profile Centerline Markings 209, 533, 542 Safety Treat Fixed Objects, Profile Edgeline Markings, Milled 68% 20 Centerline Rumble Strips 209, 533, 543 Safety Treat Fixed Objects, Profile Edgeline Markings, Profile 53% 20 Centerline Markings 209, 536 Safety Treat Fixed Objects, Widen Paved Shoulders (to >5 ft.) 60% 20 209, 536, 542 Safety Treat Fixed Objects, Widen Paved Shoulders (to >5 ft.), 68% 20 Milled Centerline Rumble Strips 209, 537 Safety a�ty Treat Fixed Objects, Construct Paved Shoulders (>= 70% 20 209, 540 Safety Treat Fixed Objects, Install Passing Lanes on 2 Lane 63% 20 Road 209, 541 Safety Treat Fixed Objects, Provide Additional Paved Surface 65% 20 Width 209, 541, 542 Safety Treat Fixed Objects, Provide Additional Paved Surface 68% 20 Width, Milled Centerline Rumble Strips 209, 542 Safety Treat Fixed Objects, Milled Centerline Rumble Strips 54% 20 209, 547 Safety Treat Fixed Objects, Construct a Roundabout 74% 20 303, 401 Resurfacing, Install Pavement Markings 50% 10 303, 407, Resurfacing, Install Sidewalks, Widen Lane(s), Improve 68% 20 502, 505, 518 Vertical Alignment, Install Continuous Turn Lane 303, 407, 518 Resurfacing, Install Sidewalks, Install Continuous Turn Lane 56% 10 303, 503, 542 Resurfacing, Widen Paved Shoulder (to 5 ft. or less), Milled 47% 20 Centerline Rumble Strips 303, 518, Resurfacing, Install Continuous Turn Lane, Milled Edgeline 52% 15 532, 540 Rumble Strips, Install Passing Lanes on 2 Lane Road 303, 518, 533 Resurfacing, Install Continuous Turn Lane, Profile Edgeline 640/0 10 Markings 303, 519 Resurfacing, Add Left Turn Lane 36% 10 303, 519, Resurfacing, Add Left Turn Lane, Milled Edgeline Rumble 49% 15 532, 540 Strips, Install Passing Lanes on 2 Lane Road 2025 HSIP Guidelines 158 Work Codes & Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 303, 519, 533 Resurfacing, Add Left Turn Lane, Profile Edgeline Markings 63% 10 303, 532 Resurfacing, Milled Edgeline Rumble Strips 48% 10 303, 532, 540 Resurfacing, Milled Edgeline Rumble Strips, Install Passing 44% 15 Lanes on 2 Lane Road 303, 532, 542 Resurfacing, Milled Edgeline Rumble Strips, Milled Centerline 580/0 10 Rumble Strips 303, 533 Resurfacing, Profile Edgeline Markings 41% 10 303, 533, 536 Resurfacing, Profile Edgeline Markings, Widen Paved Shoulders 41% 20 (to >5 ft.) 303, 533, Resurfacing, Profile Edgeline Markings, Widen Paved Shoulders 41% 20 536, 543 (to >5 ft.), Profile Centerline Markings 303, 533, 542 Resurfacing, Profile Edgeline Markings, Milled Centerline 37% 10 Rumble Strips 303, 533, 543 Resurfacing, Profile Edgeline Markings, Profile Centerline 22% 10 Markings 303, 542 Resurfacing, Milled Centerline Rumble Strips 42% 10 303, 543 Resurfacing, Profile Centerline Markings 37% 10 304, 407 Safety Lighting, Install Sidewalks 46% 15 304, 502, Safety Lighting, Widen Lane(s), Profile Edgeline Markings, 41% 20 533, 543 Profile Centerline Markings . 304, 506 Safety Lighting, Improve Horizontal Alignment 75% 15 304, 533, 543 Safety Lighting, Profile Edgeline Markings, Profile Centerline 15% 15 Markings 305, 407 Safety Lighting at Intersection, Install Sidewalks 53% 15 305, 508, Safety Lighting at Intersection, Realign Intersection, Add Left TBD 10 519, 521 Turn Lane, Add Right Turn Lane 305, 514 Safety Lighting at Intersection, Grade Separation 56% 30 305, 515 Safety Lighting at Intersection, Construct Interchange 51% 30 305, 519 Safety Lighting at Intersection, Add Left Turn Lane 33% 15 305, 519, 521 Safety Lighting at Intersection, Add Left Turn Lane, Add Right 42% 15 Turn Lane 305 519 Safety Lighting at Intersection, Add Left Turn Lane, Milled 532, 540, 542 Edgeline Rumble Strips, Install Passing Lanes on 2 Lane Road, 39% 15 Milled Centerline Rumble Strips 305, 524 Safety Lighting at Intersection, Increase Turning Radius 37% 15 305, 547 Safety Lighting at Intersection, Construct a Roundabout 72% 15 401, 402, 403 Install Pavement Markings, Install Edge Marking, Install 15% 4 Pedestrian Crosswalk 401, 403, 504 Install Pavement Markings, Install Pedestrian Crosswalk, 36% 20 Construct Paved Shoulders (1-4 ft.) 401, 532, 536 Install Pavement Markings, Milled Edgeline Rumble Strips, 50% 20 Widen Paved Shoulders (to >5 ft.) 402, 543 Install Edge Marking, Profile Centerline Markings 31% 5 403, 407 Install Pedestrian Crosswalk, Install Sidewalks 74% 10 407, 517, Install Sidewalks, Add Through Lane, Install Continuous Turn 75% 20 518, 536 Lane, Widen Paved Shoulders (to >5 ft.) 2025 HSIP Guidelines 159 Work Codes & Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 502, 503 Widen Lane(s), Widen Paved Shoulder (to 5 ft. or less) 36% 20 502, 503, 518 Widen Lane(s), Widen Paved Shoulder (to 5 ft. or less), Install 63% 20 Continuous Turn Lane 502, 503, Widen Lane(s), Widen Paved Shoulder (to 5 ft. or less), Install 660/0 20 518, 533 Continuous Turn Lane, Profile Edgeline Markings 502, 503, Widen Lane(s), Widen Paved Shoulder (to 5 ft. or less), Milled 36% 20 532, 542 Edgeline Rumble Strips, Milled Centerline Rumble Strips 502, 503, 542 Widen Lane(s), Widen Paved Shoulder (to 5 ft. or less), Milled 42% 20 Centerline Rumble Strips 502, 504 Widen Lane(s), Construct Paved Shoulders (1-4 ft.) 36% 20 502, 504, 518 Widen Lane(s), Construct Paved Shoulders (1-4 ft.), Install 63% 20 Continuous Turn Lane 502, 504, 542 Widen Lane(s), Construct Paved Shoulders (1-4 ft.), Milled 42% 20 Centerline Rumble Strips 502, 518 Widen Lane(s), Install Continuous Turn Lane 58% 20 502 518 Widen Lane(s), Install Continuous Turn Lane, Profile Edgeline 533, 537, 543 Markings, Construct Paved Shoulders (>= 5ft.), Profile 71% 20 Centerline Markings 502, 518, 537 Widen Lane(s), Install Continuous Turn Lane, Construct Paved 62% 20 Shoulders (>= 5ft.) 502, 537 Widen Lane(s), Construct Paved Shoulders (>= 5ft.) 49% 20 503, 507 Widen Paved Shoulder (to 5 ft. or less), Increase 62% 20 Superelevation 503, 518 Widen Paved Shoulder (to 5 ft. or less), Install Continuous 63% 20 Turn Lane 503, 519 Widen Paved Shoulder (to 5 ft. or less), Add Left Turn Lane 58% 20 503, 532 Widen Paved Shoulder (to 5 ft. or less), Milled Edgeline 48% 20 Rumble Strips 503, 532, 542 Widen Paved Shoulder (to 5 ft. or less), Milled Edgeline 49% 20 Rumble Strips, Milled Centerline Rumble Strips 503, 540 Widen Paved Shoulder (to 5 ft. or less), Install Passing Lanes 34% 20 on 2 Lane Road 503, 542 Widen Paved Shoulder (to 5 ft. or less), Milled Centerline 32% 20 Rumble Strips 504, 506 Construct Paved Shoulders (1-4 ft.), Improve Horizontal 46% 20 Alignment 504, 506, 507 Construct Paved Shoulders (1-4 ft.), Improve Horizontal 63% 20 Alignment, Increase Superelevation 504, 507 Construct Paved Shoulders (1-4 ft.), Increase Superelevation 49% 20 504, 518 Construct Paved Shoulders (1-4 ft.), Install Continuous Turn 63% 20 Lane 504, 519 Construct Paved Shoulders (1-4 ft.), Add Left Turn Lane 34% 20 504, 533, 543 Construct Paved Shoulders (1-4 ft.), Profile Edgeline Markings, 28% 20 Profile Centerline Markings 505, 506, 507 Improve Vertical Alignment, Improve Horizontal Alignment, 72% 10 Increase Superelevation 505, 516 Improve Vertical Alignment, Close Crossover 63% 20 506, 507 Improve Horizontal Alignment, Increase Superelevation, Add 519, 520, 537 Left Turn Lane, Lengthen Left Turn Lane, Construct Paved 77% 20 Shoulders (>= 5ft.) 2025 HSIP Guidelines 160 Work Codes & Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 506, 507, Improve Horizontal Alignment, Increase Superelevation, Add 64% 20 519, 537 Left Turn Lane, Construct Paved Shoulders (>= 5ft.) 506, 507, 537 Improve Horizontal Alignment, Increase Superelevation, 64% 20 Construct Paved Shoulders (>= 5ft.) 506, 508, Improve Horizontal Alignment, Realign Intersection, Add Left TBD 20 519, 537 Turn Lane, Construct Paved Shoulders (>= 5ft.) 507, 532 Increase Superelevation, Milled Edgeline Rumble Strips 74% 10 507, 532, 537 Increase Superelevation, Milled Edgeline Rumble Strips, 52% 20 Construct Paved Shoulders (>= 5ft.) 507, 533 Increase Superelevation, Profile Edgeline Markings 75% 10 507, 536 Increase Superelevation, Widen Paved Shoulders (to >5 ft.) 60% 20 507, 537 Increase Superelevation, Construct Paved Shoulders (>= 5ft.) 50% 20 507, 537, Increase Superelevation, Construct Paved Shoulders (>= 5ft.), 61% 20 532, 542 Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips 508, 509 Realign Intersection, Channelization TBD 10 508, 520, Realign Intersection, Lengthen Left Turn Lane, Lengthen Right TBD 10 522, 524 Turn Lane, Increase Turning Radius 514, 516 Grade Separation, Close Crossover 85% 30 516, 519 Close Crossover, Add Left Turn Lane 67% 20 516, 520 Close Crossover, Lengthen Left Turn Lane 70% 20 517, 518 Add Through Lane, Install Continuous Turn Lane 46% 20 517, 518, 533 Add Through Lane, Install Continuous Turn Lane, Profile 62% 20 Edgeline Markings 517, 522 Add Through Lane, Lengthen Right Turn Lane 42% 20 518, 532 Install Continuous Turn Lane, Milled Edgeline Rumble Strips 63% 10 518, 532, 540 Install Continuous Turn Lane, Milled Edgeline Rumble Strips, 60% 15 Install Passing Lanes on 2 Lane Road 518, 533 Install Continuous Turn Lane, Profile Edgeline Markings 65% 10 518, 533, 543 Install Continuous Turn Lane, Profile Edgeline Markings, Profile 53% 10 Centerline Markings 518, 536 Install Continuous Turn Lane, Widen Paved Shoulders (to >5 70% 20 ft.) 518, 537 Install Continuous Turn Lane, Construct Paved Shoulders (>= 70% 20 519, 521 Add Left Turn Lane, Add Right Turn Lane 34% 10 519, 521, 524 Add Left Turn Lane, Add Right Turn Lane, Increase Turning 38% 10 Radius 519, 532 Add Left Turn Lane, Milled Edgeline Rumble Strips 50% 10 520, 521, 524 Lengthen Left Turn Lane, Add Right Turn Lane, Increase 43% 10 Turning Radius 532, 536 Milledff Edgeline Rumble Strips, Widen Paved Shoulders (to >5 520/020 532, 536, Milled Edgeline Rumble Strips, Widen Paved Shoulders (to >5 540, 542 ft.), Install Passing Lanes on 2 Lane Road, Milled Centerline 40% 20 Rumble Strips 2025 HSIP Guidelines 161 Work Codes &Combinations in MicroStrategy Work Code Reduction Service (Combo) Description Factor Life 532, 537 5ftled Edgeline Rumble Strips, Construct Paved Shoulders (>= 48% 20 .) 532, 537, 542 Milled Edgeline Rumble Strips, Construct Paved Shoulders (>= 520/0 20 5ft.), Milled Centerline Rumble Strips 532, 540 Milled Edgeline Rumble Strips, Install Passing Lanes on 2 Lane 34% 15 Road 532, 540, 542 Milled Edgeline Rumble Strips, Install Passing Lanes on 2 Lane 49% 15 Road, Milled Centerline Rumble Strips 532, 541 Milled Edgeline Rumble Strips, Provide Additional Paved 39% 20 Surface Width 532, 541, 542 Milled Edgeline Rumble Strips, Provide Additional Paved 44% 20 Surface Width, Milled Centerline Rumble Strips 532, 542 Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips 59% 10 533, 536, 542 Profile Edgeline Markings, Widen Paved Shoulders (to >5 ft.), 36% 20 Milled Centerline Rumble Strips 533, 536, 543 Profile Edgeline Markings, Widen Paved Shoulders (to >5 ft.), 370/0 20 Profile Centerline Markings 533, 537 Profile Edgeline Markings, Construct Paved Shoulders (>= 5ft.) 49% 20 533, 537, 543 Profile Edgeline Markings, Construct Paved Shoulders (>= 42% 20 5ft.), Profile Centerline Markings 533, 541 Profile Edgeline Markings, Provide Additional Paved Surface 49% 20 Width 533, 541, 543 Profile Edgeline Markings, Provide Additional Paved Surface 55% 20 Width, Profile Centerline Markings 533, 542 Profile Edgeline Markings, Milled Centerline Rumble Strips 67% 10 533, 543 Profile Edgeline Markings, Profile Centerline Markings 31% 5 533, 544 Profile Edgeline Markings, Raised Centerline Rumble Strips 67% 5 534, 544 Raised Edgeline Rumble Strips, Raised Centerline Rumble 55% 4 Strips 541, 542 Provide Additional Paved Surface Width, Milled Centerline 36% 20 Rumble Strips 2025 HSIP Guidelines 162 Appendix C - Preventable Crash Decoding Introduction The Preventable Crash Decoding Table in this section can be used to interpret the codes in the Highway Safety Improvement Program (HSIP)Work Codes Table. Part of Roadway No. 1 Involved: 1 Main Proper Lane 5 Connector/Flyover 2 Service/Frontage Road 6 Detour 3 Entrance/On Ramp 7 Transitway 4 Exit/Off Ramp 8 Transitway Ramp Roadway Related: 1 On roadway 3 Shoulder 2 Off roadway 4 Median Intersection Related: 1 Intersection 3 Driveway access 2 Intersection related 4 Non-intersection First Harmful Event Collision of a motor vehicle with: 1 Pedestrian 5 Pedalcyclist 2 Another motor vehicle in transport 6 Animal 3 RR train 7 Fixed object 4 Parked car 8 Other object Other than a collision: 9 Other non-collision 10 Overturn Vehicle Movements&Manner of Collision Two motor vehicles approaching at an angle: 10 Both going straight 15 Both right turn 11 One straight, one backing 16 One right turn, one left turn 12 One straight, one stopped 17 One right turn, one stopped 13 One straight,one right turn 18 Both left turn 14 One straight, one left turn 19 One left turn,one stopped Two motor vehicles going same direction: 20 Both going straight-rear end 25 Both right turn 21 Both going straight-sideswipe 26 One right turn,one left turn 22 One straight, one stopped 27 One right turn, one stopped 23 One straight,one right turn 28 Both left turn 24 One straight,one left turn 29 One left turn, one stopped 2025 HSIP Guidelines 163 Two motor vehicles going opposite directions: 30 Both going straight 35 One backing,one stopped 31 One straight,one backing 36 One right turn,one left turn 32 One straight, one stopped 37 One right turn, one stopped 33 One straight,one right turn 38 Both left turn 34 One straight, one left turn 39 One left turn, one stopped Two motor vehicles—other: 40 One straight,one entering or leaving parking space 41 One right turn,one entering or leaving parking space 42 One left turn,one entering or leaving parking space 43 One entering or leaving parking space, one stopped 44 Both entering or leaving parking space 45 Both vehicles backing 46 All others Movement of Vehicle in Other Than Motor-with-Motor Crashes: 1 Vehicle going straight 2 Vehicle turning right 3 Vehicle turning left 4 Vehicle backing 5 Other 2025 HSIP Guidelines 164 Object Struck 0 No code shown is applicable 40 Vehicle hit end of bridge(abutment or rail end) 1 Vehicle overturned 41 Vehicle hit side of bridge (bridge rail) 2 Vehicle hit hole in road 42 Vehicle hit pier or support at underpass, tunnel or overhead sign bridge 3 Vehicle jackknifed 43 Vehicle hit top of underpass or tunnel 4 Person fell or jumped from vehicle 44 Vehicle hit bridge crossing gate Vehicle hit train on tracks parallel to 9 road no crossing 45 Vehicle hit attenuation device 10 Vehicle hit train moving forward 49 Vehicle hit by falling/blowing rocks from a truck 11 Vehicle hit train backing 50 Vehicle hit fallen trees or debris on road 12 Vehicle hit train standing still 51 Vehicle hit object from another vehicle in road 13 Vehicle hit train-action unknown 52 Vehicle hit previously wrecked vehicle 20 Vehicle hit highway sign 53 Vehicle hit toll booth 21 Vehicle hit curb 54 Vehicle hit other machinery 22 Vehicle hit culvert-headwall 55 Vehicle hit other object 23 Vehicle hit guardrail 56 Vehicle hit concrete traffic barrier 24 Vehicle hit railroad signal pole or post 57 Vehicle hit delineator or marker post 25 Vehicle hit railroad crossing gates 58 Vehicle hit retaining wall 26 Vehicle hit traffic signal pole or post 59 Vehicle hit HOV lane gate 27 Vehicle hit overhead signal light,wires, 60 Vehicle hit guard post sign, etc. 28 Vehicle hit work zone barricade, 61 Fire hydrant cones,signs or material 29 Vehicle hit luminaire pole 62 Ditch (long narrow excavation dug in earth) 30 Vehicle hit utility pole 63 Embankment (a raised strip of land or berm) 31 Vehicle hit mailbox 64 Not Applicable 32 Vehicle hit tree or shrub 65 Not Reported 33 Vehicle hit fence 34 Vehicle hit house, building or building fixture 35 Vehicle hit commercial sign 36 Vehicle hit other fixed object 37 Vehicle hit bus stop structure 38 Vehicle hit work zone machinery or stockpiled materials 39 Vehicle hit median barrier Bridge Detail: 1 Vehicle retained on bridge or overpass 6 Structure not hit 2 Vehicle went through rail 7 Result Unknown 3 Vehicle went over rail 8 Not Applicable 4 Crash involved underpass 9 Not Reported 5 Vehicle went between parallel structures 2025 HSIP Guidelines 65 Other Factors: 0 No code shown is applicable 10 One car parked improper location 1 Lost control or skidded (icy or slick 11 One car forward from parking road, etc.) 2 Passenger interfered with driver 12 One car backward from parking Attention diverted from driving 3 (delayed perception or lack of 13 One car entering driveway alertness) 4 Open door or object projecting from 14 One car leaving driveway vehicle 5 Foot slipped off clutch or brake 54 Not Applicable 6 Gusty winds 55 Not Reported 7 Vehicle passing or attempting to pass 56 Road rage on left g 8 Vehicle passing or attempting to pass on right 9 Vehicle changing lanes Vision obstructed by: 16 Standing or parked vehicle 21 Headlight or sun glare 17 Moving vehicle 22 Hillcrest 18 Embankment or ledge 23 Trees,shrubs, weeds,etc. 19 Commercial sign 24 Other visual obstructions 20 Highway sign Vehicle swerved or veered from intended course: 25 Reason not specified 31 Avoiding vehicle stopped or moving slowly in traffic lane 26 For surface or visibility 32 Avoiding vehicle entering road For officer,watchman,flagman,or 27 traffic control device(unable to stop, 33 Avoiding vehicle from opposite direction in etc.) wrong lane 28 Avoiding pedestrian, pedal cyclist, etc. 34 Avoiding previous crash in road 29 Avoiding animal in road 35 Avoiding vehicle passing, changing lanes 30 Avoiding object in road Vehicle slowing, stopping,or stopped on road: 36 Reason not specified 37 Because of surface or visibility 38 For officer,watchman,flagman,or traffic control device 39 For pedestrian, pedalcyclist, etc. in road 40 For animal in road 41 For object in road 42 For traffic 43 To avoid vehicle entering road 44 To avoid vehicle from opposite direction in wrong lane 45 To avoid previous crash 46 To make right turn 47 To make left turn School bus related crash: 2025 HSIP Guidelines 166 48 School bus related crash Construction related: 49 Within posted road construction zone(not related to crash) 50 Within posted road construction zone(related to crash) 51 In other construction maintenance area (not related to crash) 52 In other construction maintenance area (related to crash) Beach related: 53 Crash occurred on a beach Light Condition: 0 Unknown 4 Darkness- lighted 1 Daylight 5 Dusk 2 Dawn 6 Darkness, unknown lighting 3 Darkness-not lighted 8 Other Surface Condition: 0 Unknown 6 Ice 1 Dry 7 Muddy 2 Wet 8 Other 3 Standing Water 9 Snow 4 Snow/Icy 10 Sand, Mud, Dirt 5 Slush Vehicle Body Style: 87 Truck-tractor 91 Semitrailer 2025 HSIP Guidelines 167 Appendix D - Estimating Guidance Although HSIP project approvals occur prior to 30% PS&E, it is critical to develop a 100% bid item estimate (or as close as possible) to ensure proper funding is allocated to each project and minimize the chance of a significant cost overrun during 100% PS&E submittal. To assist districts with ensuring estimates are complete, TRF TE Safety has reviewed recent estimates that had significant cost overruns at 100% PS&E submittal, and it has been determined that the following bid items are commonly overlooked (regardless of the type of project) when initial estimates are being prepared for the annual HSIP program calls: Item 100 Series Earthwork & Landscape: Item 200 & 300 Series Pavement (and related Special Specs): Even on projects • 100 Prep ROW where a district has included pavement bid items • 104, 105 Pavement Removal on the initial estimate, the final design • 110 Excavation sometimes ends up being much more costly. • 132 Embankment TRF may require review of pavement bid items • 150 Blading by the District Pavement Engineer prior to project approval. Item 400 Series Drainage & Hydraulics If the condition of the current pavement is not (recommend reviewing as-builts with known, it is recommended to request pavement district hydraulics team): core samples to determine the extent of needed • 400, 401 Backfill rehab* or reconstruction* of existing pavement • 403 Shoring *within the scope of the HSIP project - i.e. add • 432 Riprap shoulders, add turn lanes, etc. • 462, 464, 468, 472 Modify or Reconstruct Culverts • 466 Headwalls &Wingwalls • 467 Safety End Treatments Item 500 Series Miscellaneous: Item 506 Erosion Control: • 500* Mobilization • Sediment Control Fence • 502* Barricades Signs &Traffic Handling • Erosion Control Logs 0 662 Work Zone Pavement • Rock Filter Dams Markings (and other work zone • Sandbags items not covered under 502) 0 677 Pavement Marking Removal Also consider: • 503 (old 6001) Portable Changeable Message Signs • 160 Topsoil • 505 (old 6185) • 161 Compost Truck Mounted Attenuators • 162 Sodding * • 164 Seeding please include 500 & 502 as individual bid • 166 Fertilizer items instead of a lump sum • 168 Vegetative Watering TRF TE Safety has created a list of CSJ's covering the Top 25 most common types of HSIP projects (with the intent to add more in the near future). Districts may use the estimates and plan sets for these projects as a reference to ensure that the most complete set of applicable bid items is included in each HSIP project: TRF SharePoint Cost Estimating Guidance 2025 HSIP Guidelines 168 Appendix E - Change Log Date of Changes Release Clarified"Highlights"to specify the requirement for complete project packets for all new projects being submitted for funding. Clarified"Highlights"with the current dates for district submissions. Updated section"Systemic Approach" and added eligible systemic countermeasures. Updated language regarding 8DA funding lines. Updated language describing the SII ratio. October Updated section"Crash Data-Overview'to reflect that K.A, and B crashes are included in CAVS 2020 data. Updated section"Crash Cost"to reflect current numbers, and updated language regarding crashes counted toward the SII. Added"CANS"to Appendix A—Definitions. Removed WCs 306, 307 and associated Combinations. Updated timeline to reflect new program call dates. Added section"Increased Federal Funding(G Match)." Added approved systemic countermeasures. September Revised"Submission Instructions"to reflect upcoming guidance about process changes as a result of 2021 TxDOTCONNECT improvements. Revised SII instructions. Removed WC 105 Install Overhead Flashing Beacon, and associated Combinations. Added approved countermeasures to Work Codes tables. Updated timeline to reflect new program call dates Incorporated 15%extra funding into new programming levels Updated emphasis areas Updated"Project Documentation"to include Submittal Form and how funding lines need to be entered into TxDOTCONNECT. August Updated"Submission Instructions"to include Box.com submittal location 2022 Updated crash costs Added work codes: "150—Install Dynamic Speed Feedback Signs"&"537—Install off-set left turn lane" Updated Reduction Factors for WC"144-RRFB", "145—Flashing or Embedded Stop Signs", "225— Pedestrian Crossing Deterrent", "550—Median U-Turn" Removed combo code"107, 124, 138" Updated timeline to reflect 2023 Program Call dates. Updated citations relating to Confidentiality of Data. Updated Project Submission Guidelines with a discussion of Local Letting as a pilot program. August Updated Project Documentation with a note to discourage contingency or"lump sum"line items in 2023 estimates. Updated Crash Costs to reflect current expected values. Updated Appendix A with additional definitions and clarifications. Updated Work Code tables to reflect current countermeasures, definitions, and preventable crash types. Updated timeline to reflect 2025 Program Call dates and renamed program to align with UTP Program naming conventions. Updated Guidelines document with new TxDOT template. Added Project Identification section with Targeted and Systemic Approaches Moved Calculating SII section to Targeted Approach section. Added Sidewalks and Roundabouts as a district systemic qualifying countermeasure. August Added the systemic qualifying countermeasures into a table. 2024 Added Pedestrian Safety Action Plan screening tool link. Added LRSP and State TDC information. Renamed"State Systemic"to"Annual Priority"subprogram. Removed Instructions on how to run SII report on C.R.I.S. and linked on separate document. Removed 15%extra funding from Programming levels. Added six new VRU work codes. Added Appendix D—Estimating Guidance 2025 HSIP Guidelines 169