HomeMy WebLinkAboutPR 22233: TO SUBMIT PROJECTS FOR THE TEXAS DEPARTMENT OF TRANSPORTATION'S HIGHWAY SAFETY IMPROVEMENTS PROGRAM City of
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www.PortArthurTx.gov
INTEROFFICE MEMORANDUM
Date: December 1, 2021
To: The Honorable Mayor and City Council
Through: Ronald Burton, City Manager
4,44010) -
From: Flozelle Roberts, EIT, MEng, MBA, Director of Public Work
RE: P.R. No. 22233 —Authorization to Submit Projects for the Texas Department of
Transportation's (TxDOT) Highway Safety Improvements Program (HSIP)
Introduction:
Proposed Resolution No. 22233 seeks 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 through
the implementation of 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 2025. (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:
It is recommended that the City Council approve P.R. 22233 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.22233
12/09/2021 FCR
Page 1 of3
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 2025; and,
WHEREAS,the HSIP is a federally-funded program that is subject to the terms outlined in
Exhibit A; 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,
THAT, a copy of the caption of this resolution be spread upon the minutes of the City
Council.
P. R.No.22233
12/09/2021 FCR
Page 2 of 3
READ,ADOPTED,AND APPROVED,this day of ,2021
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, City Secretary
APPROVED AS TO FORM:
47g1
Valecia R. Ti o, E , City Attorney
P. R.No.22233
12/09/2021 FCR
Page 3 of 3
APPROVED FOR ADMINISTRATION:
Ron Burton, City Manager
Flozelle Roberts, EIT, MEng, MBA, Director of Public Works
/ LA
Clifton Williams, CPPB, Purchasing Manager
Kandy Dani,Interim Director of Finance
P. R. 22233
Exhibit
A
exa
DepTartments
of Transportation
Highway Safety
Improvement Program
Guidelines
Traffic Safety Division
September 2021
2021 HSIP Program Highlights
2021 HS1P Program Timeline
December 17,2021 District Project Proposals Due for FYs 22-25
District Confirms Existing Projects(scope,estimate,date)
District Communications - Category 8
The Traffic Safety Division (TRF)will coordinate approximately quarterly with districts to verify that all Category
8 traffic projects(Road to Zero(RTZ),Systemic Widening(SSW),and HSIP) are current in TxDOT CONNECT 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 changes to projects 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 approved by TRF.
District HSIP Project Proposals
Associated with the TxDOT Unified Transportation Plan(UTP) update. HSIP funding projections for FY 23 and FY
24 have increased and funding projections for FY 25 have been established. The District updated total
programming levels for FY 23 and FY 24 and the new programming levels for FY 25 are provided on TRF's HSIP
Sharepoint Site. Districts should look to fill in the funding gaps for FY 22 - FY 24 and submit new projects for
FY 25. By December 17.2021,each district should submit an FY 2022 - FY 2025 HSIP project list including
all projects already approved for HSIP funding as well as 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 recommended districts submit a list of projects for each FY in an amount of approximately 10%
above the projected programming amount for each FY to allow for flexibility.
Changes to Project Submission Process
For the 2021 Project Call,proiects will be entered in TxDOTCONNECT. Additional guidance will be released
later in the year from the TxDOTCONNECT team and TRF regarding the exact process for entering projects,
submitting the program for statewide review,and receiving project approvals.
Contacts
Contact TRF-TE-Safety@txdot.gov or Heather Lott, P.E., at heather.lott@txdot.gov.
Page li
Table of Contents
2021 HSIP Program Highlights
Table of Contents li
Overview 1
Introduction 1
Program Funding 2
Changes in Scope 7
Requests for Additional Funds 7
Overruns 7
Change Orders 7
Development Authority(8DA) 7
Confidentiality of Data 8
TRF Responsibilities 8
Design 9
Introduction 9
Design Guidelines 9
Design Considerations 9
Design Exceptions or Waivers 9
HSIP Project Submission Guidelines 10
HSiP Participant Responsibilities 10
Project Documentation 11
Submittal Instructions 12
Calculating and Using the SII 13
introduction 13
SII Formula 13
Obtaining SIi Data 14
SII Results 15
Sl1 Calculator Available 15
511 Report instructions using Microstrategy(On-System only) 15
SII Report Instructions using CRIS&Excel 16
Crash Data 17
Overview 17
Page lii
Appendix A- Definitions 18
Appendix B-HSIP Work Codes Table 19
100-Signing and Signals 20
200-Roadside Obstacles and Barriers 26
300-Resurfacing and Roadway Lighting 28
400-Pavement Markings 29
500-Roadway Work 30
Work Codes and Work Code Combinations in MicroStrategy 37
Appendix C- Preventable Crash Decoding 55
Appendix D -Change Log 60
Page I iii
Overview
Introduction
Texas has approximately 314,319 miles of highway and streets of which the Texas Department of
Transportation (TxDOT) maintains approximately 80,444 miles according to TxDOT's 2017 Roadway Inventory
Annual Report published by TxDOT's Transportation Planning and Programming(TPP) Division.
The Texas Demographic Center projects population in Texas will increase from 29,677,772 in 2020 to
47,342,417 in 2050.The citizens and 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 takes in account the needs of the citizens as TxDOT plans,designs,constructs, operates,and
maintains transportation facilities. However, due to many factors,a road segment or intersection may
experience crashes.
United States Code(UCS)Title 23,Chapter 1 Section 152, mandates each state shall conduct and
systematically maintain an engineering survey of all public roads to identify hazardous locations,sections,and
elements, including roadside obstacles and unmarked or poorly marked roads which may constitute a danger
to motorists, bicyclists,and pedestrians,assign priorities for the correction of such locations,sections,and
elements and establish and implement a schedule of projects for their improvement.
In compliance with Title 23 USC,the Texas Highway Safety Improvement Program (HSIP) is a federally
mandated program managed by TxDOT. HSIP,directed by Texas'Strategic Highway Safety Plan (SHSP),works
to achieve the main objective of significantly reducing 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 emphasis areas 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 achieve a significant reduction in fatalities and serious injuries on Texas roadways, including both 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 seven
emphasis areas which have the greatest potential for reducing fatalities and injuries.The emphasis areas are
distracted driving, impaired driving, intersection safety,older road users, pedestrian safety, roadway and lane
departures,and speeding. Projects must address one of the seven emphasis areas and logically flow from the
appropriate countermeasure(s)specified in the Texas SHSP. Funds are provided for construction and
operational improvements for projects both on and off the state highway system (on-or off-system).
HSIP funded projects are also required to be evaluated for cost effectiveness.Completed projects are subject
to cost/benefit analysis using three to five years of before and after crash data,average annual daily traffic for
the years before and after the improvement,and actual construction costs.
To maximize the cost benefit of a safety improvement project,the process of planning, implementing,and
evaluating HSIP projects requires partnering with all stakeholders at both the state and local level.
Page 11
HSIP Project Selection Emphasis Areas
All Texas public roadways are eligible for participation under HSIP provided from the SHSP
the proposed safety highway improvement project addresses emphasis
areas identified in the most current Texas SHSP.There are also some items (-)i traci:er Driving
of work that may address a serious crash type, but that are not eligible for
HSIP funding.Some examples include bridge replacements and general (niri::irer Grit+ing
maintenance projects of roadways,signs,signals, pavement markings,etc. Interne Gi n flafely
Consider the following when selecting HSIP projects
Otter f racer (dyer
• Is the strategy, activity,or project consistent with the priorities of
Texas'SHSP? Permirirri rf l
• Does the project address a serious crash risk such as a hot spot,
systemic risk factor, road segment,or crash type that has been Roadway and Lane
rie
identified through a data driven process?
• Is the project likely to contribute to a significant reduction in Gerirrf:f)re
fatalities and serious injuries? iiCeririg.
• Is this proiect consistent with the District Safety Plan?
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 both 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 TxDOT Unified Transportation Program (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 dollars.i.e.only the funding line in the Construction section in
TxD0TC0NNECT. Examples of 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
Page 12
Going forward,the program's UTP allocation will be programmed according to the following guidelines:
Table 1:Breakdown of Funding Programming
Breakdown of Funding
10% ■District Targeted
15% ■District Systemic
50% E State Systemic
x = 25% • ■District Off-System
50%District Targeted
Each District will be provided a proposed HSIP programming level which they should plan to spend each FY
towards safety countermeasures supporting a reduction in fatal and serious iniury crashes by 3.25%each
year. The programmed funds are based upon the previous three years of KA crashes that occurred in each
District.
25% District Systemic
Systemic funding would provide for each District to target approximately$3M towards district-wide
systemic improvement projects utilizing proven safety countermeasures to reduce risk of fatal and serious
injury crashes.
15%Statewide Systemic
Each FY TRF will advance statewide systemic projects such as the median barrier chosen in FY 19. FY 22
has less than a full funding year under the new implemented process. Therefore,the 15%statewide
systemic is incorporated into the District Systemic percentage, increasing from 25%to 40%. FY 23 begins
the normal percentages and full funding year.
10% District 0ff-System
0ff-system funds will be programmed by district in the same manner as the On-System Targeted but using
KA off-system crash data.
Programming Summary
Each year,TRF will provide districts with their estimated program funding levels for the coming 3 years.
Districts should provide lists of projects totalling approximately 10%over those programming levels,
allowing flexibility for the event a project does not meet the requirements,awarded projects let at a lower
cost than estimated, projects cancel,or additional funding becomes available. Projects under$20,000
may not qualify for HSIP funds.
Additional funding requests will be reviewed and approved by TRF on a project by project basis.
Page 13
Increased Federal Share(G Match)
TRF is continuing our 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 included as 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.
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 Project 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 a 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, but which still present a safety risk to the travelling public.
• Looks for characteristics(i.e.geometry,volume,or location)frequently present in severe crashes.
These characteristics are referred to as risk factors.
• Focuses on promptly deploying one or more low-cost countermeasure 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 proiects
should be widely implemented across the system. Projects should be along a roadway
corridor/segment or at multiple locations throughout a region.
Additional information about many of the below safety measures can be found in the following resources:
• FHWA Proven Safety Countermeasures
• Solutions for Saving Lives on Texas Roads
• Every Day Counts(EDC)
Page 14
Approved systemic safety countermeasures include:
• Intersections: Implement systemic signing and marking improvements at stop-controlled intersections
• Includes doubled up signs,oversize advance signs,street name plaques,enhanced pavement
markings,stop ahead warning signs, retroreflective sheeting on signposts,stop bar,sight distance
improvements,and two-direction large arrow sign at T Intersections
• Intersections: Low-cost urban intersection improvements
• Includes additional signal heads, protected left-turn signal phases, pavement markings,signing
improvements,and signal-ahead warning signs.
• Intersections: Dedicated right and left turn lanes
• 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
existed and lengthening existing turn lanes to provide appropriate deceleration and storage on
high speed roadways(>50mph).
• Include all intersection standard signing and pavement markings.
• Intersections:Signal head backplates with reflective borders
• Intersections: Leading Pedestrian Intervals(LPI)
• Eligible LPI projects will let to contract with the installation of APS.
• Intersections:Close Median Openings(Crossovers)
• Intersections: Rural Intersection Improvements
• Includes systemic signing and marking improvements at stop-controlled intersections(see above)
• Safety lighting.
■ 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 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.
■ Intersections:Two-Way Left-Turn Lanes(TWLTLs/Continuous Turn Lanes)
■ Roadway Lane Departure: Median Barrier
• 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.
■ Locations of projects will be prioritized in as follows:
o By roadway type(Interstate, non-Interstate freeways, other principal arterials,all others)
o 0-45' median widths in urban and rural areas
o Greater than 45ft median widths in rural areas
o Greater than 45ft median widths in urban areas
■ Roadway Lane Departure: Roadway widening
• Rural two-lane,two-way undivided highways with a paved surface width less that 24ft;
■ Widen to 28ft or more, add rumble strips
■ Roadway Lane Departure:Continuous safety lighting along a corridor where no lighting is present
Page 15
• Roadway Lane Departure: Enhanced Delineation on Curves
• Systemically treat curves within a geographical area or roadway type, not single locations
• Includes pavement markings, raised retroreflective pavement markers, post mounted delineation,
larger chevrons/curve warnings signs/advisory speed plaques,or LED chevrons.
• Pedestrian:Safety lighting at urban intersections where pedestrian facilities are present and no
lighting is present.
• Pedestrian: Installation of attachments to existing concrete barrier systems to deter prohibited
pedestrian crossings on divided highways.
• Pedestrian: Uncontrolled crossing locations
• 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 with
project proposals; identify(highlight or circle)the appropriate selection box based on each
roadway's configuration,AADT,and Speed Limit for each roadway being submitted. Selections for
PHBs and RRFBs must still meet the TxDOT guidelines dated September 18,2018,and be
reviewed by TRF. In summary,the eligible improvements from Table 1 include:
o Crosswalk pavement markings
o Lighting at the crosswalk
o Raised crosswalks
o Signing - parking restrictions, advance crosswalk warning signs, in street pedestrian crossing
signs,and yield here to pedestrians
o Curb extensions
o Rectangular Rapid-Flashing Beacon (RRFB)
o Pedestrian Hybrid Beacon (PHB)
• Pedestrian: Median and crossing islands in urban and suburban areas
• Install medians or crossing islands where none existed previously on curb sections of urban and
suburban multilane roadways where there is a significant mix of pedestrian and vehicle traffic and
intermediate or high travel speeds.
• Includes mid-block areas,approaches to multi-lane intersections and areas near transit stops or
pedestrian focused corridors.
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.
Deadline for Letting
Due to the nature of HSIP projects(safety), projects must be let to contract in a timely manner. Ensure the
estimated let date entered into 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
Page 16
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.
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 results 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.
Overruns
No later than the time of PS&E submittal, notify TRF-TE-Safetv@txdot.gov when the engineer's final estimate
exceeds the project's authorized funds by including the Cat 8 Overrun Justification Form. TRF will review the
request and notify the District if the request has been approved.
If the whole contract is Category 8 funded,and the engineer's final estimate for the whole contract is under the
total authorized amount for the contract, an overrun justification is not required, but if the engineer's final
estimate for the whole contract exceeds the total authorized amount for the contract,then an overrun
justification form will need to be filled out and submitted. It will need to include justification for each CSJ with
an overrun on the form.
If the contract includes projects other than HSIP Category 8 projects, and one or more of the HSIP projects has
an overrun,an overrun justification form will need to be filled out and submitted for that project(s).
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. TRF will review the request and notify the District if the
request has been approved.
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, Energy Sector, etc.
Requests for 8DA funding should be those projects which 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.
Page 17
Confidentiality of Data
Federal statute 23 U.S.C.409 makes data and reports confidential if they are compiled for the purpose of
evaluating 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).
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 Analyze each targeted/hot spot project's Safety Improvement Index(SII)and review systemic
projects for eligibility.
3. 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 accordance
4. with the current TxDOT policy.
>>See Commission Minute Order 109864, November 18,2004,or subsequent revisions.
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.
Page 18
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 (THFN) 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.
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.
Page 19
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 prior to project proposal submission:
HSIP projects are not eligible for local letting.All HSIP projects must be let by TxDOT's competitive bid process.
Off-system project proposals are required to be submitted through the local district office.
HSIP Participant Responsibilities
Table 3:HSIP Project Submittal Guidelines
Step Action
1. 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.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.
2. Coordinate with stakeholders to gather additional location information and to identify any potential
locations that may have been excluded due to incomplete or inaccurate crash and roadway data.
3. 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 planning office prior to
submitting proiect proposals to determine if the proposed improvement or another is already
scheduled for construction under this program or any other.
4. For projects determined to be feasible,determine the appropriate countermeasure or group of
countermeasures,and develop a detailed cost estimate for the entire construction cost of the
proiect. 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.
5. 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 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.
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6. 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 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.
7. Complete and submit HSIP projects containing requested data to TxDOT's Traffic Safety 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 of existing site conditions,
etc.)in response to the program call.
To submit projects for consideration,set proiects up in TxDOTCONNECT. Further instructions will be
provided at a later date.
• Notify TRF of potential overrun of an HSIP project's authorized funds prior to Plans,Specifications
and Estimates(PS&E)submittal.
• Submits PS&E for HSIP projects to TRF in accordance with standard PS&E submission schedule.
Project Documentation
The project proposals will be submitted electronically through TxDOTCONNECT,with supporting documentation
to be submitted through a separate system. Additional information will be provided as TxDOTCONNECT
functionality is confirmed.
• 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 required SII reports will be located in the MicroStrategy
component of CRIS 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 proiects will use the Excel SII calculator,and instructions for pulling crashes
through CRIS will be provided at a later date. Districts must include SII reports for BOTH on-and off-
system projects.
• 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. 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:
o Complete Descriptive Codes
o Quantities
o District Average Unit Prices
o Total price for each item
Check for commonly forgotten items,such as curb ramps, mailboxes, mow strips.etc.
• For projects covering multiple locations,such as signal interconnects or systemic proiects,quantities
must be broken down by intersection or roadway segment. For example. improving a corridor might
show 3 backplates at 15t street, 2 at 2nd street.etc.This is to facilitate completion of the annual report
to the FHWA.
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• 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 of the projects to be submitted for approval into TxDOTCONNECT. For each project,
prepare the additional documentation required:instructions for submitting that documentation will follow.
The requirements for HSIP projects are substantially the same:only the medium for submitting projects is
changing. Additional guidance will be published about some fields,such as work codes,that are not yet
available in TxDOTCONNECT. Districts may use the comments field on the project page to store these details
for the time being.
After all of the proiects 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.
Detailed instructions regarding submissions will be forthcoming.
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Calculating and Using the SII
Introduction
Each eligible proposed highway safety project is subjected to a benefit-cost analysis.The formula used for this
purpose is the Safety Improvement Index(SII).
SII Formula
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 benefit 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:
S — R(CfF+ Cil) — Q _ rAa—Ab LlS
- Ab /
S+2Q (S+ZQ) + (i- 1)Q
B +
1.06 (1.06)1
i=2
B
SiI =—
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 following subsection for explanation)
• F= number of preventable fatal and incapacitating injury crashes(see following subheading for
explanation)
• Cf=cost of a fatal or incapacitating injury crash (see following subheading for explanation)
• I = number of preventable non-incapacitating injury crashes(see following subheading for
explanation)
• Ci =cost of a non-incapacitating injury crash (see following subheading for 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 following subheading for explanation)
• B = present worth of project benefits over its service life, as determined by the above formula
• C = initial cost of the project.
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Obtaining SII Data
Before calculating the SII,the"Proposed Corrective Action" must be translated into"work codes."The HSIP
Work Codes Table(contained in Appendix B of this manual) provides the work codes that correspond to various
descriptions of work.The table also provides associated definitions, reduction factors,service lives,applicable
maintenance cost,and preventable crash codes(see following explanation).
The data necessary to calculate each project's SII can be obtained from the sources shown in the following
table.
Table 4:Sources for SII Data
Data Item How It Is Obtained
R—Crash Reduction Factor From the Highway Safety Improvement Program (HSIP)Work
NOTE: The reduction factor Codes Table(Appendix B).
represents the percentage NOTE: If the scope of work includes more than one work
reduction in crash costs or code,TRF program administrators derive a composite
severity of the applicable reduction factor.
crash types that can be
expected as a result of the
improvement.
F—Number of fatal and The HSIP Work Codes Table shows"Preventable Crash"
incapacitating injury crashes codes. Preventable crashes are those with defined
1—Number of non-incapacitating characteristics that may be affected by the proposed
injury crashes improvement as described by the work code.The codes
correspond to numeric codes assigned in the Crash Records
Information System (CRIS)to the indicated variable.
Information is collected from the peace officer's 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 Council.
Ci—Cost of a non-incapacitating The program call provides the cost figures used each year.
injury crash
L—Project service life From the HSIP Work Codes Table found in Appendix B of this
manual.
NOTE: If the project is represented by more than one work code,
TRF program administrators base the project service life on the
primary work.
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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 proiects must use the
Microstrategy reports,whenever available.
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.
Submissions using this calculator to establish a qualifying SII must also include Crash IDs on the form in order
to assist with verification.
SII Report Instructions using Microstrategy (On-System only)
To generate an On-System SII Submission Report:
1. Log in to the Crash Records Information System (CRIS) at https://cris.txdot.gov
2. Click on the MicroStrategy link on the right side of the CRIS landing page
3. Click on the"CRIS-TX DOT" project link
4. In the"Shared Reports"folder,select the"HSIP Call"folder
5. In the"HSIP Call"folder,select the "On-System SII Submission Reports"folder
6. Select the appropriate report for the proposed counter measure(Work Code):
• Safety Project SII Calculator for Signing and Signal Projects(100 Series) by Hwy/DFO
• Safety Project SII Calculator for Roadside Obstacles and Barrier Projects(200 Series) by Hwy/DFO
• Safety Project SII Calculator for Resurfacing and Roadway Lighting Projects(300 Series) by
Hwy/DFO
• Safety Project SII Calculator for Pavement Marking Projects(400 Series) by Hwy/DFO
• Safety Project SII Calculator for Roadway Work Projects(500 Series) by Hwy/DFO
• Safety Project SII Calculator for Combination Work Code Projects by Hwy/DFO*
*If a proposed combination does not exist, e-mail the new combination request to TRF-TE-Safety@txdot.gov for
evaluation by TRF. If approved,a crash reduction factor and service life will be calculated.The deadline to get
a new combination calculated is 8 weeks prior to the project submission deadline. After the deadline,the SII of
any work code combinations not in the report will have to be calculated by hand and may not be done in time
for the project to be included in the current call.
7. Complete the required prompted fields:
• Project Parameters - Enter the physical description of the project limits
• Year Group - Select Years
• Work Code - Select the appropriate work code. For projects with multiple proposed work codes,
use the"Safety Project SII Calculator for Combination Work Code Projects by Hwy/DFO" report and
select from the available combination work codes.
• Part of Roadway(optional) - Leave blank.
• Project Cost - Enter the Total Construction Cost(Bid Items+ ROW + Mobilization and Barricades +
Safety Contingency+ Inflation).
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• Annual Maintenance Cost - Enter the maintenance cost as defined in the Work Codes Table of
this document, including per luminaire,etc.
• First Highway -Select the Highway from the drop-down list or search box.
• Beginning DFO - Enter the Beginning DFO for the project parameters.The DFO's must be
obtained using the LRS Readout tool in the Map application of CRIS. Detailed instructions on
using the Map application can be found on the TRF website at
http://crossroads/org/trf/TRFCDA/MAP_User_Guide_v2.pdf
• Ending DFO - Enter the Ending DFO for the project parameters.See above instructions for
obtaining DFO's. The Ending DFO must be greater than the Beginning DFO.
• Second Highway -Select the Highway from the drop-down list or search box if the project is an
intersection project with another on-system roadway, or the project spans multiple segments on
the same highway. Up to four intersection legs or segments with Beginning and Ending DFO's may
be entered.
8. Click on the"Export" button at the bottom left of the screen.
9. Click on the"Add to History List"option.
10. Click on the report once the processing is complete.
11. Save the report as a PDF file.
SII Report Instructions using CRIS & Excel
At this time, 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 Slls for off system projects. Additional instructions will be published soon to assist
districts in meeting this requirement.
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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.
Crash Cost
As of this publication,the cost per crash will be$3,700,000 for K or A crashes and $520,000 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.
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Appendix A - Definitions
Terminology Definition
A Crash Suspected serious injury crash
B Crash Non-incapacitating injury crash
C Crash Possible injury crash
CAVS Computer Aided ViSualization
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
A set of events that results in injury,or property damage due to the collision of at least one
Crash motorized vehicle and may involve collision with another motorized vehicle, bicyclist,a
pedestrian or an object
The basic measure of crashes in the HSM,number of crashes occurring at a particular site,
Crash frequency 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
Highway Safety Is a project on a public road that implements countermeasures consistent with the Texas
Improvement Project Strategic Highway Safety Plan,and improves road conditions or roadway features.
K Crash fatal crash
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
An analysis of roadway,traffic,and crash-related data to determine the probable cause of
Safety Study an identified crash pattern at an intersection or highway section.The safety study also
provides alternative countermeasures meant to mitigate predominate crash pattern(s).
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 whose primary responsibility relates to traffic
Section engineering.
Traffic Safety Division The division within the Texas Department of Transportation,headquartered in Austin,whose
primary responsibility relates to traffic operations.
TxDOTCONNECT(TXC) Proiect&Portfolio tool developed for use at TxDOT
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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.
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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%
Service Life(Years): 6
Maintenance Cost: I N/A
Preventable Crash: (Vehicle Movements/Manner of Collision =20-22 or 30)OR(Roadway Related =
2,3 or 4)
107 Install Traffic Signal
Definition:
Provide a traffic signal where none existed previously.This does not include the
installation of flashing beacons.
Reduction Factor(%): 35%
Service Life(Years): 10
$3,400(Isolated)
Maintenance Cost: $3,900(Interconnected)
$5,400(Diamond Interchange)
Preventable Crash: [(Intersection Related = 1 or 2)AND(Vehicle Movements/Manner of Collision=
10-39)] OR (First Harmful Event= 1 or 5)
108 Improve Traffic Signals
Definition: Improve existing intersection signals to current design standards.
Reduction Factor(%): 24%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: (Intersection Related = 1 or 2)AND[(Vehicle Movements/Manner of Collision =
10-39)OR(First Harmful Event= 1 or 5)]
110 Install Pedestrian Signal
Provide a pedestrian signal at an existing signalized location where no
Definition: pedestrian phase exists, but pedestrian crosswalks are existing,or in
conjunction with Refer to W.C.403 for installation of pedestrian crosswalks.
Reduction Factor(%): 34%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: First Harmful Event= 1
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111 Interconnect Signals
Provide a communication link between two or more adjacent signals in a
Definition: corridor.Specify all signalized intersections to be included in the
interconnection.
Reduction Factor(%): 10%
Service Life(Years): 10
------ --- ---------
Maintenance Cost: N/A
Preventable Crash: All
113 Install Delineators
Definition: Install post-mounted delineators to provide guidance.
Reduction Factor(%): 12%
Service Life(Years): 7
Maintenance Cost: N/A
Preventable Crash: (Roadway Related= 2,3 or 4)AND(Light Condition=3,4 or 6)
114 Install School Zones
Place school zones to include flashers,signing and/or pavement markings
Definition: where none existed previously. Refer to W.C. 403 for pedestrian crosswalk
markings.
Reduction Factor(%): 20%
Service Life(Years): 5
Maintenance Cost: N/A
Preventable Crash: All
118 Replace Flashing Beacon with a Traffic Signal
Definition: Replace an existing flashing beacon at an intersection with a traffic signal.
Reduction Factor(%): 25%
Service Life(Years): 10
Maintenance Cost: 1300
Preventable Crash: (Intersection Related = 1 or 2)AND[(Vehicle Movements/Manner of Collision =
10-39)OR(First Harmful Event= 1 or 5)]
119 Install Overhead Signs
Install overhead advance regulatory,warning or guide signing for unusual or
Definition:
unexpected roadway features where no signing existed previously.
Reduction Factor(%): 20%
Service Life(Years): 6
Maintenance Cost: N/A
Preventable Crash: Vehicle Movements/Manner of Collision =20-29
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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%
Service Life(Years): 10
Maintenance Cost: $1,300 per approach
Preventable Crash: Intersection Related = 1 or 2
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%
Service Life(Years): 10
Maintenance Cost: $1,300 per approach
Preventable Crash: (Roadway Related=2,3 or 4)OR(Vehicle Movements/Manner of Collision= 20-
24 or 30)
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%
Service Life(Years): 10
Maintenance Cost: $1,300 per approach
Preventable Crash: Intersection Related = 1 or 2
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%
Service Life(Years): 10
Maintenance Cost: $1,300 per approach
Preventable Crash: (Roadway Related =2,3 or 4)OR(Vehicle Movements/Manner of Collision=20-
24 or 30)
128 Install Advanced Warning Signs(Intersection)
Definition: Provide signs in advance of an intersection where none previously existed.
Reduction Factor(%): 5%
Service Life(Years): 6
Maintenance Cost: N/A
Preventable Crash: Intersection Related = 1 or 2
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130 Install Advanced Warning Signs(Curve)
Definition: Provide signs in advance of a curve where none previously existed.
Reduction Factor(%): 5%
Service Life(Years): 6
Maintenance Cost: N/A
Preventable Crash: (Roadway Related =2,3 or 4)OR(Vehicle Movements/Manner of Collision =20-
24 or 30)
131 Improve Pedestrian Signals
Definition: Bring existing pedestrian signal units into conformance with current standards.
Reduction Factor(%): 10%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: First Harmful Event= 1
132 Install Advance Warning Signals and Signs
Provide flasher units and signs in advance of hazard where none previously
Definition: existed.
Reduction Factor(%): 10%
Service Life(Years): 10
Maintenance Cost: $1,300 per approach
Preventable Crash: To be determined
133 Improve School Zone
Definition:
Improve an existing school zone by upgrading signing, pavement markings or
signals.
Reduction Factor(%): 5%
Service Life(Years): 5
Maintenance Cost: N/A
Preventable Crash: All
136 Install LED Flashing Chevrons(Curve)
Definition: Install LED flashing chevrons on curve to provide guidance.
Reduction Factor(%): 35%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: (Roadway Related=2,3,or 4)OR(Vehicle Movements/Manner of Collision =20
-24,or 30)
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137 Install Chevrons(Curve)
Definition: Install chevrons on curve to provide guidance.
Reduction Factor(%): 25%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: (Roadway Related =2,3,or 4)OR(Vehicle Movements/Manner of Collision =20
-24,or 30)
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%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: (Intersection Related = 1 or 2)AND(Vehicle Movements/Manner of Collision =
29,34,36)
139 Install Surface Mounted Delineators on Centerline
Definition: Install surface mounted delineators on centerline.
Reduction Factor(%): 12%
Service Life(Years): 7
Maintenance Cost: N/A
(Vehicle Movements/Manner of Collision =21 or 30)OR(Roadway Related =2
Preventable Crash: or 3)
140 Wrong Way Driver Warning Signs
Definition: Provide warning signs to warn wrong way drivers at freeway entrances.
Reduction Factor(%): 35%
Service Life(Years): 6
Maintenance Cost: N/A
Preventable Crash: Contributing factor= 71
141 Wrong Way Driver Warning Markings
Definition:
Provide markings(lane direction arrows)to warn wrong way drivers at freeway
entrances.
Reduction Factor(%): 40%
Service Life(Years): 4
Maintenance Cost: N/A
Preventable Crash: Contributing factor=71
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142 Wrong Way Driver Advanced Technologies
Definition:
Provide advanced technologies to detect and warn wrong way drivers at freeway
entrances.
Reduction Factor(%): TBD
Service Life(Years): 8
Maintenance Cost: 25000
Preventable Crash: Contributing factor= 71
143 Pedestrian Hybrid Beacon
Provide pedestrian hybrid beacon at established crosswalk or in conjunction with
Definition: installation of new crosswalk(403). Requires TRF-P&S approval.
Reduction Factor(%): 15%
Service Life(Years): 10
Maintenance Cost: 2100
Preventable Crash: First Harmful Event= 1
Install pedestrian activated rectangular rapid flashing beacon (RRFB)at existing
Definition: or in conjunction with installation of new crosswalk(403). Requires TRF-P&S
approval.Systemic only.
Reduction Factor(%): N/A
Service Life(Years): 10
Maintenance Cost: $1,300 per roadside assembly
Preventable Crash: First Harmful Event= 1
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%
Service Life(Years): 10
Maintenance Cost: $1,300 per roadside assembly 1
[(Intersection Related = 1 or 2)AND(Vehicle Movements/Manner of Collision =
Preventable Crash: 10-19)j
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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%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: Vehicle Movements/Manner of Collision =30
203 Install Raised Median
Definition: Install a roadway divider using barrier curb
Reduction Factor(%): 25%
Service Life(Years): 20
Maintenance Cost: N/A
(Part of Roadway No.1 Involved=1)AND(Vehicle Movements/Manner of
Preventable Crash: Collision= 10, 14,20-22,24,26,28-30,34,36,or 38)
204 Flatten Side Slope
Definition: Provide an embankment side slope of 6:1 or flatter.
Reduction Factor(%): 5%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: Roadway Related =3
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%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: (Roadway Related =2,3 or 4) OR (Object Struck=20-26,29-36,40-42,56-58,
60, 62,or 63)
217 Install Impact Attenuation System
Definition: Provide any of a variety of impact attenuators where none existed previously.
Reduction Factor(%): 60%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: (Object Struck=20,30,40,or 42)
Page 126
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%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: (Bridge Detail is not blank)OR (Vehicle Movements/Manner of Collision =20,
21,or 30)OR(Roadway Related =2, 3 or 4)
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
Service Life(Years): TBD
Maintenance Cost: TBD
Preventable Crash: First Harmful Event= 1
Page 127
300 - Resurfacing and Roadway Lighting
303 Resurfacing
' Provide a new roadway surface to increase pavement skid numbers on all the
Definition:
lanes.
Reduction Factor(%): 30%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Surface Condition =2,5,6,or 9(Skid Value must be less than 20)
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%
Service Life(Years): 15
Maintenance Cost: $100 per Luminaire
Preventable Crash: Light Condition =3,4 or 6
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%
Service Life(Years): 15
Maintenance Cost: $100 per Luminaire
Preventable Crash: Light Condition =3,4 or 6 AND Intersection Related = 1 or 2
Page 128
400 - Pavement Markings
401 Install Pavement Markings
Place complete pavement markings,excluding crosswalks, in accordance with
the TMUTCD where either no markings or nonstandard markings exist. This work
Definition: code includes items such as turn arrows,stop bars, lane markings,etc.
Refer to W.C.402 for edge ma
Reduction Factor(%): 20%
Service Life(Years): 4(Product used must meet 4 year service life.)
Maintenance Cost: N/A
Preventable Crash: (Roadway Related = 1)OR(Vehicle Movements/Manner of Collision =21 or 30)
402 Install Edge Marking
Definition: Place edge lines where none existed previously.
Reduction Factor(%): 25%
Service Life(Years): 4(Product used must meet 4 year service life.)
Maintenance Cost: N/A
Preventable Crash: Roadway Related = 2,3 or 4
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%
Service Life(Years): 4(Product used must meet 4 year service life.)
Maintenance Cost: N/A
Preventable Crash: First Harmful Event= 1
404 Install Centerline Striping
Provide centerline striping where either no markings or nonstandard markings
Definition:
existed previously. Refer to W.C.401 for complete pavement markings.
Reduction Factor(%): 65%
Service Life(Years): 4(Product used must meet 4 year service life.)
Maintenance Cost: N/A
Preventable Crash: Vehicle Movements/Manner of Collision =30
407 Install Sidewalks
Definition: Install sidewalks where none existed previously.
Reduction Factor(%): 65%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: First Harmful Event= 1 or 5
Page 129
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%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: (Roadway Related = 2,3 or 4)OR (Vehicle Movements/Manner of Collision =
13,21,23,30 or 33)
503 Widen Paved Shoulder(to 5 ft. or less)
Extend the existing paved shoulder to achieve desirable shoulder width. Refer to
Definition: W.C.504 or 537 for constructing a paved shoulder.
Reduction Factor(%): 25%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: (Roadway Related =2,3 or 4)OR(First Harmful Event=4)
504 Construct Paved Shoulders(1-4 ft.)
Provide paved shoulders of 1-to 4-foot width where no shoulders existed
Definition: previously. Refer to W.C.503 or 536 for widening
y. paved shoulders.
Reduction Factor(%): 25%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: (Roadway Related =2,3 or 4)OR(Vehicle Movements/Manner of Collision= 20,
23-24 or 30)OR(First Harmful Event=4)
505 Improve Vertical Alignment
Definition: Reconstruct the roadway to improve sight distance.
Reduction Factor(%): 50%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: (Roadway Related = 2,3 or 4)OR(Vehicle Movements/Manner of Collision = 13-
14,20-24,30,32 or 34)
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%
Service Life(Years): 10
Maintenance Cost: N/A
(Roadway Related=2,3 or 4)OR(Vehicle Movements/Manner of Collision =20-
Preventable Crash: 24 or 30)
Page 130
507 Increase Superelevation
Definition: Provide increased superelevation on an existing curve.
Reduction Factor(%): 65%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: (Roadway Related = 2, 3 or 4)OR(Vehicle Movements/Manner of Collision = 30)
508 Realign Intersection
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
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Will be determined from supplied diagram
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
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Will be determined from supplied diagram
510 Construct Turn Arounds
Definition: Provide turnarounds at an intersection where none existed previously.
Reduction Factor(%): 40%
Service Life(Years): 10
Maintenance Cost: N/A
(Intersection Related = 1 or 2)AND(Vehicle Movements/Manner of Collision =
Preventable Crash: 12, 14, 18,20,22, 24, 26, 28,29,or 34)
514 Grade Separation
Definition: Construct vertical separation of intersecting roadways.
Reduction Factor(%): 80%
Service Life(Years): 30
Maintenance Cost: N/A
Preventable Crash: Intersection Related = 1 or 2
Page 131
515 Construct Interchange
Definition:
Construct vertical separation of intersecting roadways to include interconnecting
ramps.
Reduction Factor(%): 65%
Service Life(Years): 30
Maintenance Cost: N/A
Preventable Crash: Intersection Related =1 or 2
516 Close Crossover
Definition: Permanently close an existing crossover.
Reduction Factor(%): 50%
Service Life(Years): 20
Maintenance Cost: N/A
(Part of Roadway Involved= 1)AND(Vehicle Movements/Manner of Collision =
Preventable Crash: 10, 14, 20-22, 24, 26, 28-30, 34 or 38)
517 Add Through Lane
Definition: ' Provide an additional travel lane.
Reduction Factor(%): 28%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: Vehicle Movements/Manner of Collision =20-24, 26-27, 29-30
518 Install Continuous Turn Lane
Definition: Provide a continuous two-way left turn lane where none existed previously.
Reduction Factor(%): 50%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Vehicle Movements/Manner of Collision =20-22,24,26,28-30,34 or 38
519 Add Left Turn Lane
Provide an exclusive left turn lane where none existed previously.The affected
Definition:
intersection approaches must be specified.
Reduction Factor(%): 25%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Vehicle Movements/Manner of Collision = 20-22, 24, 26, 28-30, 34 or 38 AND
Intersection Related !=4
Page 132
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%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Vehicle Movements/Manner of Collision =20-22 AND Intersection Related != 4 1
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%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Vehicle Movements/Manner of Collision=20-23,25-27,33 or 36 AND
Intersection Related !=4
522 Lengthen Right Turn Lane
Provide additional length to an existing exclusive right turn lane.Affected
Definition:
intersection approaches must be specified.
Reduction Factor(%): 40%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Vehicle Movements/Manner of Collision =20-22 AND Intersection Related !=4
523 Construct Pedestrian Over/Under Pass
Definition: Construct a pedestrian crossover where none existed previously.
Reduction Factor(%): 95%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: First Harmful Event= 1
524 Increase Turning Radius
Definition: Provide an increased turning radius at an existing intersection.
Reduction Factor(%): 10%
Service Life(Years): 10
Maintenance Cost: N/A
[(Vehicle Body Style=87 or 91)AND(First Harmful Event= 7)]OR(Vehicle
Preventable Crash:
Movements/Manner of Collision = 13,20-21,30 or 33)
Page 133
525 Convert to One Way Frontage Roads
Definition: Convert two-way frontage roads to one-way operation.
Reduction Factor(%): 68%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Part of Roadway Involved = 2
532 Milled Edgeline Rumble Strips
Install continuous milled depressions(rumble stripes or rumble strips)along the
Definition:
edgeline. Stand-alone rumble strip project proposals will not be accepted.
Reduction Factor(%): 15%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: (Roadway Related =2, 3 or 4) OR(Vehicle Movements/Manner of Collision = 30)
533 Profile Edgeline Markings
Definition:
Install profile edgeline markings. Stand-alone rumble strip project proposals will
not be accepted.
Reduction Factor(%): 7%
Service Life(Years): 5
Maintenance Cost: N/A
Preventable Crash: (Roadway Related= 2,3 or 4)OR(Vehicle Movements/Manner of Collision =30)
OR (Surface Condition =2,5,6 or 9)
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%
Service Life(Years): 2
Maintenance Cost: N/A
Preventable Crash: (Roadway Related =2,3 or 4)OR(Vehicle Movements/Manner of Collision =30)
OR (Surface Condition =2,5,6 or 9)
536 Widen Paved Shoulders(to>5 ft.)
Extend the existing paved shoulder to greater than 5 ft. Refer to W.C.504 or 537
Definition: for constructing a paved shoulder.
Reduction Factor(%): 31%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: (Roadway Related =2,3 or 4)OR(First Harmful Event=4)
Page l34
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%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: (Roadway Related = 2,3 or 4)OR (Vehicle Movements/Manner of Collision = 20,
23-24 or 30)OR (First Harmful Event=4)
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%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: (Roadway Related = 2,3 or 4)OR(Vehicle Movements/Manner of Collision = 10,
13, 14, 20,21,22,24 or 30)
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%
Service Life(Years): 15
Maintenance Cost: N/A
(Roadway Related = 1,2,or 3)AND(Vehicle Movements/Manner of Collision =
Preventable Crash: 20 24 or 30)
541 Provide Additional Paved Surface Width
Provide additional paved surface width with appropriate subsurface to each side
Definition: of two lane,two-way roadways with existing paved surface width less than 24'to
a maximum width of 28'.
Reduction Factor(%): 30%
Service Life(Years): 20
Maintenance Cost: N/A
Preventable Crash: (Roadway Related =2,3,or 4)OR(Vehicle Movements/Manner of Collision =21
or 30)OR First Harmful Event= 10)
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%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: (Vehicle Movements/Manner of Collision =21 or 30)OR(Roadway Related = 2
or 3)
Page 135
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%
Service Life(Years): 5
Maintenance Cost: N/A
(Vehicle Movements/Manner of Collision =21 or 30)OR (Roadway Related =2
Preventable Crash: or 3)OR(Surface Condition =2,5,6 or 9)
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%
Service Life(Years): 4
Maintenance Cost: N/A
Preventable Crash: (Vehicle Movements/Manner of Collision =21 or 30)OR(Roadway Related =2
or 3)OR(Surface Condition =2,5,6 or 9)
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%
Service Life(Years): 5
Maintenance Cost: N/A
Preventable Crash: Intersection Related = 1 or 2
547 Construct a Roundabout
Definition: Convert an existing intersection to a single lane roundabout design
Reduction Factor(%): 62%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Intersection Related = 1 or 2
550 Restricted Crossing U-Turn (RCUT)
Definition: Convert intersection to restricted crossing U-turn (ROUT) intersection.
Reduction Factor(%): 42%
Service Life(Years): 10
Maintenance Cost: N/A
Preventable Crash: Intersection Related = 1 or 2
Page 136
Work Codes&Combinations in MicroStrategy
Work Codes and Work Code Combinations in MicroStrategy
Work Code Reduction Service
Description
(Combo) Factor Life
101 Install Warning/Guide Signs 20% 6
107 Install Traffic Signal 35% 10
108 Improve Traffic Signals 24% 10
110 Install Pedestrian Signal 34% 10
111 Interconnect Signals 10% 10
113 Install Delineators 12% 7
114 Install School Zones 20% 5
118 Replace Flashing Beacon with a Traffic Signal 25% 10
119 Install Overhead Signs 20% 6
122 Install Advanced Warning Signals(Intersection-Existing Warning 10% 10
Signs)
123 Install Advanced Warning Signals(Curve-Existing Warning Signs) 10% 10
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
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 35% 6
141 Wrong Way Driver Warning Markings 40% 4
142 Wrong Way Driver Advanced Technologies TBD 8
143 Pedestrian Hybrid Beacon 15% 10
144 Install RRFB Systemic 10
145 Flashing or LED-embedded Stop Signs 10% 10
201 Install Median Barrier 75% 20
203 Install Raised Median 25% 20
204 Flatten Side Slope 5% 20
Page I37
Work Codes&Combinations in MicroStrategy
209 Safety Treat Fixed Objects 50% 20
217 Install Impact Attenuation System 60% 10
218 Widen Bridge 55% 20
225 Pedestrian Crossing Deterrent Systemic TBD
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
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
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
532 Milled Edgeline Rumble Strips 15% 10
533 Profile Edgeline Markings 7% 5
Page I38
Work Codes&Combinations in MicroStrategy
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 17% 4
545 Transverse Rumble Strips 15% 5
547 Construct a Roundabout 62% 10
550 Restricted Crossing U-Turn(RCUT) 42% 10
101, 132 Install Warning/Guide Signs,Install Advance Warning Signals and -
58% 10
Signs
101,136,533, Install Warning/Guide Signs,Install LED Flashing Chevrons(Curve), 27% 10
543 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
101,303,404 Install Warning/Guide Signs, Resurfacing,Install Centerline Striping 36% 10
101,303,404, Install Warning/Guide Signs, Resurfacing, Install Centerline Striping,
519,521,534 Add Left Turn Lane,Add Right Turn Lane,Raised Edgeline Rumble 37% 10
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(Intersection 38% 10
-Existing Warning Signs)
107, 122,305, Install Traffic Signal,Install Advanced Warning Signals(Intersection
545 -Existing Warning Signs),Safety Lighting at Intersection,Transverse 39% 15
Rumble Strips
107. 124 Install Traffic Signal, Install Advanced Warning Signals and Signs 55% 10
(Intersection)
107. 124. 138 Install Traffic Signal, Install Advanced Warning Signals and Signs 58% 10
(Intersection),Install Flashing Yellow Arrow
107, 124. 305, Install Traffic Signal, Install Advanced Warning Signals and Signs
519,545 (Intersection),Safety Lighting at Intersection,Add Left Turn Lane, 53% 15
Transverse Rumble Strips
Page I39
Work Codes&Combinations in MicroStrategy
107, 124, 305, Install Traffic Signal,Install Advanced Warning Signals and Signs
545 (Intersection),Safety Lighting at Intersection,Transverse Rumble 39% 15
Strips
Install Traffic Signal, Install Advanced Warning Signals and Signs
107, 124,545 46% 10
(Intersection),Transverse Rumble Strips
107, 128 Install Traffic Signal, Install Advanced Warning Signs(Intersection) 36% 10
107, 128, 520 Install Traffic Signal, Install Advanced Warning Signs(Intersection), 49% 10
Lengthen Left Turn Lane
107, 203, 304, Install Traffic Signal,Install Raised Median,Safety Lighting, Install 50% 20
407 Sidewalks
107,203,305, Install Traffic Signal, Install Raised Median,Safety Lighting at
401,509,518, Intersection, Install Pavement Markings,Channelization, Install TBD 10
519 Continuous Turn Lane,Add Left Turn Lane
107,203,305, Install Traffic Signal, Install Raised Median,Safety Lighting at TBD 10
509,519 Intersection,Channelization,Add Left Turn Lane
107,203,401, Install Traffic Signal, Install Raised Median, Install Pavement TBD 20
508,521 Markings, Realign Intersection,Add Right Turn Lane
107,209,519 Install Traffic Signal,Safety Treat Fixed Objects,Add Left Turn Lane 72% 20
107,305 Install Traffic Signal,Safety Lighting at Intersection 42% 15
107,305,521 Install Traffic Signal,Safety Lighting at Intersection,Add Right Turn 36% 15
Lane
107,305,545 Install Traffic Signal,Safety Lighting at Intersection,Transverse 42% 15
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
108, 110,407 Improve Traffic Signals,Install Pedestrian Signal, Install Sidewalks 42% 10
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)
108, 111, 122, Improve Traffic Signals, Interconnect Signals, Install Advanced
138 Warning Signals(Intersection-Existing Warning Signs), Install 31% 10
Flashing Yellow Arrow
108,111, 122, Improve Traffic Signals, Interconnect Signals, Install Advanced
407 Warning Signals(Intersection-Existing Warning Signs), Install 40% 10
Sidewalks
108, 111, 128, Improve Traffic Signals, Interconnect Signals, Install Advanced
401,403 Warning Signs(Intersection), Install Pavement Markings, Install 31% 10
Pedestrian Crosswalk
108,111, 138 Improve Traffic Signals, Interconnect Signals, Install Flashing Yellow 31% 10
Arrow
108, 111, 138, Improve Traffic Signals, Interconnect Signals, Install Flashing Yellow 41% 20
203,305 Arrow, Install Raised Median,Safety Lighting at Intersection
Page 40
Work Codes&Combinations in MicroStrategy
108, 111, 138, Improve Traffic Signals, Interconnect Signals, Install Flashing Yellow
305 Arrow,Safety Lighting at Intersection 37% 15
108,111,203 Improve Traffic Signals,Interconnect Signals, Install Raised Median 27% 20
108,111,305 Improve Traffic Signals,Interconnect Signals,Safety Lighting at 35% 15
Intersection
108,111,403 Improve Traffic Signals, Interconnect Signals, Install Pedestrian 30% 10
Crosswalk
108, 122, 138 Improve Traffic Signals,Install Advanced Warning Signals 31% 10
(Intersection-Existing Warning Signs), Install Flashing Yellow Arrow
108, 124 Improve Traffic Signals, Install Advanced Warning Signals and Signs 51% 10
(Intersection)
108, 124, 138, Improve Traffic Signals,Install Advanced Warning Signals and Signs
401,519 (Intersection),Install Flashing Yellow Arrow, Install Pavement 36% 10
Markings,Add Left Turn Lane
108, 124,305 Improve Traffic Signals,Install Advanced Warning Signals and Signs 31% 15
(Intersection),Safety Lighting at Intersection
108, 124,305, Improve Traffic Signals, Install Advanced Warning Signals and Signs
545 (Intersection),Safety Lighting at Intersection,Transverse Rumble 38% 15
Strips
108, 128 Improve Traffic Signals, Install Advanced Warning Signs 26% 10
(Intersection)
108,128, 131, Improve Traffic Signals, Install Advanced Warning Signs
138,305,401, (Intersection), Improve Pedestrian Signals, Install Flashing Yellow 36% 15
519 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, 128,401, Improve Traffic Signals, Install Advanced Warning Signs
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
108, 131, 133, Improve Traffic Signals, Improve Pedestrian Signals, Improve School 37% 7
407 Zone, Install Sidewalks
108, 131, 138 Improve Traffic Signals,Improve Pedestrian Signals,Install Flashing 33% 10
Yellow Arrow
108, 131, 138, Improve Traffic Signals, Improve Pedestrian Signals, Install Flashing
303,305,401, Yellow Arrow, Resurfacing,Safety Lighting at Intersection, Install 36% 15
519 Pavement Markings,Add Left Turn Lane
108,131, 138, Improve Traffic Signals, Improve Pedestrian Signals,Install Flashing 44% 10
305,519 Yellow Arrow,Safety Lighting at Intersection,Add Left Turn Lane
108,131, 138, Improve Traffic Signals,Improve Pedestrian Signals,Install Flashing 36% 10
519 Yellow Arrow,Add Left Turn Lane
108,131,203, Improve Traffic Signals,Improve Pedestrian Signals, Install Raised 36% 20
521,517 Median,Add Right Turn Lane,Add Through Lane
108,131,304, Improve Traffic Signals, Improve Pedestrian Signals,Safety Lighting, 44% 15
403 Install Pedestrian Crosswalk
Page 141
Work Codes&Combinations in MicroStrategy
108, 131,305 Improve Traffic Signals, Improve Pedestrian Signals,Safety Lighting 31% 15
at Intersection
108, 131,305, Improve Traffic Signals, Improve Pedestrian Signals,Safety Lighting 34% 15
403 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
mps ve Traffic Signals,Improve Pedestrian Signals,Add Through 47% 20
Lane
108, 131, 519 Improve Traffic Signals, Improve Pedestrian Signals,Add Left Turn 44% 10
Lane
108,132 Improve Traffic Signals, Install Advance Warning Signals and Signs 36% 10
108,138 Improve Traffic Signals,Install Flashing Yellow Arrow 27% 10
108, 138,305 Improve Traffic Signals,Install Flashing Yellow Arrow,Safety Lighting 35% 15
at Intersection
108,138,305, Improve Traffic Signals, Install Flashing Yellow Arrow,Safety Lighting
401,519,521 at Intersection, Install Pavement Markings,Add Left Turn Lane,Add 36% 15
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
108,209,401, Improve Traffic Signals,Safety Treat Fixed Objects, Install Pavement
506,517,520, Markings,Improve Horizontal Alignment,Add Through Lane, 32% 20
522 Lengthen Left Turn Lane,Lengthen Right Turn Lane
108, 209,401, Improve Traffic Signals,Safety Treat Fixed Objects, Install Pavement
506, 519. 520, Markings,Improve Horizontal Alignment,Add Left Turn Lane, 82% 20
521, 522 Lengthen Left Turn Lane,Add Right Turn Lane, Lengthen Right Turn
Lane
108, 209,401, Improve Traffic Signals,Safety Treat Fixed Objects, Install Pavement
506, 520, 522 Markings,Improve Horizontal Alignment, Lengthen Left Turn Lane, 82% 20
Lengthen Right Turn Lane
108,209,401, Improve Traffic Signals,Safety Treat Fixed Objects, Install Pavement
506,520, 522, Markings, Improve Horizontal Alignment,Lengthen Left Turn Lane, 50% 20
538 Lengthen Right Turn Lane,Convert 2 Lane Facility to 4 Lane Divided
108, 209,517 Improve Traffic Signals,Safety Treat Fixed Objects,Add Through 36% 20
ane
108,209,519, Improve Traffic Signals,Safety Treat Fixed Objects,Add Left Turn 62% 20
521 Lane,Add Right Turn Lane
108, 209, 520, Improve Traffic Signals,Safety Treat Fixed Objects,Lengthen Left 65% 20
522 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 26% 10
Page 142
Work Codes&Combinations in MicroStrategy
108,509 Improve Traffic Signals,Channelization TBD 10
108,517, 518 Improve
mps ve Traffic Signals,Add Through Lane, Install Continuous Turn 52% 20
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 Lane 42% 10
108,519, 522, Improve Traffic Signals,Add Left Turn Lane, Lengthen Right Turn 41% 10
524 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 Right 45% 10
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 Divided 64% 20
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
113,122,519, Install Delineators, Install Advanced Warning Signals(Intersection- 44% 10
521 Existing Warning Signs),Add Left Turn Lane,Add Right Turn Lane
Install Delineators,Install Advanced Warning Signals(Curve-
113, 123, 137, Existing Warning Signs),Install Chevrons(Curve), Install Surface
139,218,506 Mounted Delineators on Centerline,Widen Bridge, Improve 36% 20
Horizontal Alignment
113,128 Install Delineators, Install Advanced Warning Signs(Intersection) 35% 7
113,130, 137 Install Delineators, Install Advanced Warning Signs(Curve), Install 10% 10
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 Warning 20% 15
Signs),Safety Lighting at Intersection
122,519 Install Advanced Warning Signals(Intersection-Existing Warning 27% 10
Signs),Add Left Turn Lane
Install Advanced Warning Signals(Curve-Existing Warning Signs),
123, 125. 503, Install Advanced Warning Signals and Signs(Curve),Widen Paved 50% 20
532, 542 Shoulder(to 5 ft.or less), Milled Edgeline Rumble Strips, Milled
Centerline Rumble Strips
Install Advanced Warning Signals(Curve-Existing Warning Signs),
123, 125, 532, Install Advanced Warning Signals and Signs(Curve), Milled Edgeline 52% 20
541, 542 Rumble Strips, Provide Additional Paved Surface Width, Milled
Centerline Rumble Strips
123, 136 Install Advanced Warning Signals(Curve-Existing Warning Signs), 38% 10
Install LED Flashing Chevrons(Curve)
Page 143
Work Codes&Combinations in MicroStrategy
Install Advanced Warning Signals(Curve-Existing Warning Signs),
123, 136, 503 Install LED Flashing Chevrons(Curve),Widen Paved Shoulder(to 5 38% 20
ft.or less)
123, 136,507, Install Advanced Warning Signals(Curve-Existing Warning Signs),
537 Install LED Flashing Chevrons(Curve),Increase Superelevation, 63% 20
Construct Paved Shoulders(>=5ft.)
123, 136,507, Install Advanced Warning Signals(Curve-Existing Warning Signs),
543 Install LED Flashing Chevrons(Curve), Increase Superelevation, 45% 10
Profile Centerline Markings
123,136,532, Install Advanced Warning Signals(Curve-Existing Warning Signs),
542 Install LED Flashing Chevrons(Curve), Milled Edgeline Rumble 41% 10
Strips, Milled Centerline Rumble Strips
Install Advanced Warning Signals(Curve-Existing Warning Signs),
123, 136,537 Install LED Flashing Chevrons(Curve),Construct Paved Shoulders 51% 20
(>=5ft.)
123, 137 Install Advanced Warning Signals(Curve-Existing Warning Signs), 29% 10
Install Chevrons(Curve)
Install Advanced Warning Signals(Curve-Existing Warning Signs),
123, 137,209, Install Chevrons(Curve),Safety Treat Fixed Objects,Construct 38% 20
504,532,542 Paved Shoulders(1-4 ft.),Milled Edgeline Rumble Strips, Milled
Centerline Rumble Strips
Install Advanced Warning Signals(Curve-Existing Warning Signs),
123,137,209, Install Chevrons(Curve),Safety Treat Fixed Objects, Milled Edgeline 50% 20
532,537,542 Rumble Strips,Construct Paved Shoulders(>=5ft.), Milled
Centerline Rumble Strips
Install Advanced Warning Signals(Curve-Existing Warning Signs),
123, 137,209, Install Chevrons(Curve),Safety Treat Fixed Objects, Milled Edgeline 42% 20
532,541,542 Rumble Strips, Provide Additional Paved Surface Width, Milled
Centerline Rumble Strips
123,137,533, Install Advanced Warning Signals(Curve-Existing Warning Signs),
543 Install Chevrons(Curve), Profile Edgeline Markings, Profile 23% 10
Centerline Markings
123,209,504, Install Advanced Warning Signals(Curve-Existing Warning Signs),
532,542 Safety Treat Fixed Objects,Construct Paved Shoulders(1-4 ft.), 67% 20
Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips
123,209,532, Install Advanced Warning Signals(Curve-Existing Warning Signs),
537,542 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips,Construct 71% 20
Paved Shoulders(>=5ft.), Milled Centerline Rumble Strips
123, 209, 532, Install Advanced Warning Signals(Curve-Existing Warning Signs),
541, 542 Safety Treat Fixed Objects,Milled Edgeline Rumble Strips, Provide 41% 20
Additional Paved Surface Width, Milled Centerline Rumble Strips
123,303 Install Advanced Warning Signals(Curve-Existing Warning Signs), 36% 10
Resurfacing
123,401 Install Advanced Warning Signals(Curve-Existing Warning Signs), 15% 10
Install Pavement Markings
123,532,541, Install Advanced Warning Signals(Curve-Existing Warning Signs),
542 Milled Edgeline Rumble Strips, Provide Additional Paved Surface 42% 20
Width,Milled Centerline Rumble Strips
Page 144
Work Codes&Combinations in MicroStrategy
123, 533 Install Advanced Warning Signals(Curve-Existing Warning Signs), 62% 10
Profile Edgeline Markings
123,533,543 Install Advanced Warning Signals(Curve-Existing Warning Signs), 65% 10
Profile Edgeline Markings, Profile Centerline Markings
123,543 Install Advanced Warning Signals(Curve-Existing Warning Signs), 38% 10
Profile Centerline Markings
124,304 Install Advanced Warning Signals and Signs(Intersection),Safety 59% 15
Lighting
124,305 Install Advanced Warning Signals and Signs(Intersection),Safety 25% 15
Lighting at Intersection
Install Advanced Warning Signals and Signs(Intersection),Install
124,401,545 33% 10
Pavement Markings,Transverse Rumble Strips
124, 514 Install Advanced Warning Signals and Signs(Intersection),Grade 86% 30
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 LED 40% 10
Flashing Chevrons(Curve)
125, 136, 533, Install Advanced Warning Signals and Signs(Curve), Install LED
543 Flashing Chevrons(Curve),Profile Edgeline Markings, Profile 36% 10
Centerline Markings
125, 137 Install Advanced Warning Signals and Signs(Curve),Install 31% 10
Chevrons(Curve)
125, 137,209, Install Advanced Warning Signals and Signs(Curve), Install
541 Chevrons(Curve),Safety Treat Fixed Objects,Provide Additional 65% 20
Paved Surface Width
125, 137,402 Install Advanced Warning Signals and Signs(Curve), Install 31% 10
Chevrons(Curve), Install Edge Marking
125, 137, 532, Install Advanced Warning Signals and Signs(Curve), Install
542 Chevrons(Curve), Milled Edgeline Rumble Strips, Milled Centerline 30% 10
Rumble Strips
128,305 Install Advanced Warning Signs(Intersection),Safety Lighting at 9% 15
Intersection
128, 519 Install Advanced Warning Signs(Intersection),Add Left Turn Lane 45% 10
128, 519,521 Install Advanced Warning Signs(Intersection),Add Left Turn Lane, 45% 10
_ 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, 533, Install Advanced Warning Signs(Curve), Install LED Flashing
543 Chevrons(Curve), Profile Edgeline Markings, Profile Centerline 17% 10
Markings
130, 137 Install Advanced Warning Signs(Curve), Install Chevrons(Curve) 27% 10
130, 137,209, Install Advanced Warning Signs(Curve), Install Chevrons(Curve),
Safety Treat Fixed Objects,Construct Paved Shoulders(1-4 ft.), 67% 20
504,532,542
Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips
Page 145
Work Codes&Combinations in MicroStrategy
130, 137,209, Install Advanced Warning Signs(Curve),Install Chevrons(Curve),
532,537,542 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips,Construct 74% 20
Paved Shoulders(>=5ft.), Milled Centerline Rumble Strips
130, 137,209, Install Advanced Warning Signs(Curve), Install Chevrons(Curve),
532,541,542 Safety Treat Fixed Objects,Milled Edgeline Rumble Strips, Provide 69% 20
Additional Paved Surface Width, Milled Centerline Rumble Strips
130, 137,304 Install Advanced Warning Signs(Curve), Install Chevrons(Curve), 31% 15
Safety Lighting
130,137,504, Install Advanced Warning Signs(Curve),Install Chevrons(Curve),
506,507,532, Construct Paved Shoulders(1-4 ft.), Improve Horizontal Alignment, 57% 20
541,542 Increase Superelevation, Milled Edgeline Rumble Strips, Provide
Additional Paved Surface Width, Milled Centerline R
130, 137,532, Install Advanced Warning Signs(Curve), Install Chevrons(Curve), 29% 10
542 Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips
130, 137,533, Install Advanced Warning Signs(Curve), Install Chevrons(Curve), 29% 10
543 Profile Edgeline Markings, Profile Centerline Markings
130, 137,534, Install Advanced Warning Signs(Curve), Install Chevrons(Curve), 30% 10
544 Raised Edgeline Rumble Strips, Raised Centerline Rumble Strips
130,209,503 Install Advanced Warning Signs(Curve),Safety Treat Fixed Objects, 36% 20
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, Install 67% 10
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 Zone, 36% 20
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
136,209,303, Install LED Flashing Chevrons(Curve),Safety Treat Fixed Objects,
502,504,533, Resurfacing,Widen Lane(s),Construct Paved Shoulders(1-4 ft.), 49% 20
543 Profile Edgeline Markings, Profile Centerline Markings
136,209,502, Install LED Flashing Chevrons(Curve),Safety Treat Fixed Objects,
504,533,543 Widen Lane(s),Construct Paved Shoulders(1-4 ft.),Profile Edgeline 49% 20
Markings, Profile Centerline Markings
136, 209, 504, Install LED Flashing Chevrons(Curve),Safety Treat Fixed Objects,
533, 543
Construct Paved Shoulders(1-4 ft.), Profile Edgeline Markings, 53% 20
Profile Centerline Markings
136,209,533, Install LED Flashing Chevrons(Curve),Safety Treat Fixed Objects,
541,543 Profile Edgeline Markings, Provide Additional Paved Surface Width, 58% 20
Profile Centerline Markings
136,402 Install LED Flashing Chevrons(Curve), Install Edge Marking 36% 10
136,506 Install LED Flashing Chevrons(Curve), Improve Horizontal Alignment 69% 10
Page 146
Work Codes& Combinations in MicroStrategy
136,533 Install LED Flashing Chevrons(Curve),Profile Edgeline Markings 67% 10
136,533,542 Install LED Flashing Chevrons(Curve), Profile Edgeline Markings, 41% 10
Milled Centerline Rumble Strips
136,533,543 Install LED Flashing Chevrons(Curve), Profile Edgeline Markings, 70% 10
Profile Centerline Markings
136, 542 Install LED Flashing Chevrons(Curve), Milled Centerline Rumble 32% 10
Strips
137,209,217 Install Chevrons(Curve),Safety Treat Fixed Objects,Install Impact 74% 20
Attenuation System
137,209,532, Install Chevrons(Curve),Safety Treat Fixed Objects, Milled Edgeline
537,542 Rumble Strips,Construct Paved Shoulders(>=5ft.), Milled 57% 20
Centerline Rumble Strips
137,209,532, Install Chevrons(Curve),Safety Treat Fixed Objects, Milled Edgeline
541,542 Rumble Strips, Provide Additional Paved Surface Width, Milled 63% 20
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 less), 45% 20
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 Width 34% 20
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
--I
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
201,303,532 Install Median Barrier, Resurfacing, Milled Edgeline Rumble Strips 71% 20
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 Rumble 80% 20
Strips
201,532 Install Median Barrier, Milled Edgeline Rumble Strips 66% 20
Page 147
Work Codes&Combinations in MicroStrategy
201,533 Install Median Barrier, Profile Edgeline Markings 69% 20
203,407 Install Raised Median, Install Sidewalks 37% 20
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 Centerline 39% 20
Rumble Strips
203,533,543 Install Raised Median, Profile Edgeline Markings, Profile Centerline 31% 20
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 Paved 69% 20
Surface Width
209,303,502, Safety Treat Fixed Objects, Resurfacing,Widen Lane(s),Widen
503,518,533 Paved Shoulder(to 5 ft.or less),Install Continuous Turn Lane, 78% 20
Profile Edgeline Markings
209,303,502, Safety Treat Fixed Objects, Resurfacing,Widen Lane(s),Widen
503,532,542 Paved Shoulder(to 5 ft.or less),Milled Edgeline Rumble Strips, 68% 20
Milled Centerline Rumble Strips
209,303,502, Safety Treat Fixed Objects, Resurfacing,Widen Lane(s),Widen
503,533,543 Paved Shoulder(to 5 ft.or less),Profile Edgeline Markings, Profile 66% 20
Centerline Markings
209,303, 503 Safety Treat Fixed Objects, Resurfacing,Widen Paved Shoulder(to 5 63% 20
ft.or less)
209,303,504 Safety Treat Fixed Objects, Resurfacing,Construct Paved Shoulders 83% 20
(1-4 ft.)
209,303,532, Safety Treat Fixed Objects, Resurfacing, Milled Edgeline Rumble
540,542 Strips, Install Passing Lanes on 2 Lane Road, Milled Centerline 68% 20
Rumble Strips
209,304 Safety Treat Fixed Objects,Safety Lighting 72% 20
209,304,502, Safety Treat Fixed Objects,Safety Lighting,Widen Lane(s),Widen 54% 20
503 Paved Shoulder(to 5 ft.or less)
209,304,518, Safety Treat Fixed Objects,Safety Lighting, Install Continuous Turn 79% 20
536 Lane,Widen Paved Shoulders(to>5 ft.)
209,304,536 Safety Treat Fixed Objects,Safety Lighting,Widen Paved Shoulders 70% 20
(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 Shoulder 63% 20
(to 5 ft.or less)
209. 502, 503, Safety Treat Fixed Objects,Widen Lane(s),Widen Paved Shoulder
518, 533 (to 5 ft.or less), Install Continuous Turn Lane, Profile Edgeline 51% 20
Markings
209,502,503, Safety Treat Fixed Objects,Widen Lane(s),Widen Paved Shoulder
532,542 (to 5 ft.or less), Milled Edgeline Rumble Strips, Milled Centerline 49% 20
Rumble Strips
Page 148
Work Codes&Combinations in MicroStrategy
209,502,503, Safety Treat Fixed Objects,Widen Lane(s),Widen Paved Shoulder 49% 20
533 (to 5 ft.or less),Profile Edgeline Markings
209,502,503, Safety Treat Fixed Objects,Widen Lane(s),Widen Paved Shoulder
533, 543 (to 5 ft.or less), Profile Edgeline Markings, Profile Centerline 49% 20
Markings
209, 502, 504 Safety Treat Fixed Objects,Widen Lane(s),Construct Paved 63% 20
Shoulders(1-4 ft.)
209, 502, 504, Safety Treat Fixed Objects,Widen Lane(s),Construct Paved
532,542 Shoulders(1-4 ft.), Milled Edgeline Rumble Strips, Milled Centerline 49% 20
Rumble Strips
209,502, 536 Safety Treat Fixed Objects,Widen Lane(s),Widen Paved Shoulders 66% 20
(to>5 ft.)
209,503 Safety Treat Fixed Objects,Widen Paved Shoulder(to 5 ft.or less) 56% 20
209,503,518 Safety Treat Fixed Objects,Widen Paved Shoulder(to 5 ft.or less), 78% 20
Install Continuous Turn Lane
209,503,518, Safety Treat Fixed Objects,Widen Paved Shoulder(to 5 ft.or less), 78% 20
532 Install Continuous Turn Lane, Milled Edgeline Rumble Strips
209,503,518, Safety Treat Fixed Objects,Widen Paved Shoulder(to 5 ft.or less),
532,542 Install Continuous Turn Lane, Milled Edgeline Rumble Strips,Milled 58% 20
Centerline Rumble Strips
209,503,532 Safety Treat Fixed Objects,Widen Paved Shoulder(to 5 ft.or less), 62% 20
Milled Edgeline Rumble Strips
209,503,534, Safety Treat Fixed Objects,Widen Paved Shoulder(to 5 ft.or less), 36% 20
544 Raised Edgeline Rumble Strips, Raised Centerline Rumble Strips
209,503. 540 Safety Treat Fixed Objects,Widen Paved Shoulder(to 5 ft.or less), 62% 20
Install Passing Lanes on 2 Lane Road
209,504 Safety Treat Fixed Objects,Construct Paved Shoulders(1-4 ft.) 63% 20
209,504, 532, Safety Treat Fixed Objects,Construct Paved Shoulders(1-4 ft.), 67% 20
542 Milled Edgeline Rumble Strips,Milled Centerline Rumble Strips
209,504,533 Safety Treat Fixed Objects,Construct Paved Shoulders(1-4 ft.), 36% 20
Profile Edgeline Markings
209,504,533, Safety Treat Fixed Objects,Construct Paved Shoulders(1-4 ft.), 36% 20
543 Profile Edgeline Markings, Profile Centerline Markings
209,504,542 Safety Treat Fixed Objects,Construct Paved Shoulders(1-4 ft.), 66% 20
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,Milled 76% 20
Edgeline Rumble Strips
209,518,532, Safety Treat Fixed Objects, Install Continuous Turn Lane,Milled 77% 20
542 Edgeline Rumble Strips, Milled Centerline Rumble Strips
209,518,536 Safety Treat Fixed Objects, Install Continuous Turn Lane,Widen 709'0 20
Paved Shoulders(to>5 ft.)
209,519 Safety Treat Fixed Objects,Add Left Turn Lane 56% 20
Page 149
Work Codes&Combinations in MicroStrategy
209,519,521 Safety Treat Fixed Objects,Add Left Turn Lane,Add Right Turn Lane 62% 20
209,532 Safety Treat Fixed Objects,Milled Edgeline Rumble Strips 63% 20
209,532,536, Safety Treat Fixed Objects,Milled Edgeline Rumble Strips,Widen 70% 20
542 Paved Shoulders(to>5 ft.), Milled Centerline Rumble Strips
209,532,537, Safety Treat Fixed Objects,Milled Edgeline Rumble Strips,Construct 74% 20
542 Paved Shoulders(>=5ft.), Milled Centerline Rumble Strips
209,532,540 Safety Treat Fixed Objects,Milled Edgeline Rumble Strips, Install 64% 20
Passing Lanes on 2 Lane Road
209,532,540, Safety Treat Fixed Objects,Milled Edgeline Rumble Strips,Install 35% 15
542 Passing Lanes on 2 Lane Road, Milled Centerline Rumble Strips
209,532,541 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips, Provide 54% 20
Additional Paved Surface Width
209,532,541, Safety Treat Fixed Objects,Milled Edgeline Rumble Strips, Provide 37% 20
542 Additional Paved Surface Width, Milled Centerline Rumble Strips
209,532,542 Safety Treat Fixed Objects, Milled Edgeline Rumble Strips,Milled 57% 20
Centerline Rumble Strips
209,533,537, Safety Treat Fixed Objects, Profile Edgeline Markings,Construct 71% 20
543 Paved Shoulders(>=5ft.), Profile Centerline Markings
209,533,541 Safety Treat Fixed Objects, Profile Edgeline Markings, Provide 59% 20
Additional Paved Surface Width
------------209,533.541, Safety Treat Fixed Objects,Profile Edgeline Markings, Provide 71% 20
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.), Milled 68% 20
Centerline Rumble Strips
209,537 Safety Treat Fixed Objects,Construct Paved Shoulders(>=5ft.) 70% 20
209,540 Safety Treat Fixed Objects,Install Passing Lanes on 2 Lane Road 63% 20
209,541 Safety Treat Fixed Objects, Provide Additional Paved Surface Width 65% 20
209,541,542 Safety Treat Fixed Objects, Provide Additional Paved Surface Width, 68% 20
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
303,407,502, Resurfacing, Install Sidewalks,Widen Lane(s), Improve Vertical 68% 20
505,518 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
303,518,532, Resurfacing, Install Continuous Turn Lane, Milled Edgeline Rumble 52% 15
540 Strips, Install Passing Lanes on 2 Lane Road
Page I50
Work Codes&Combinations in MicroStrategy
303, 518.533 Resurfacing, Install Continuous Turn Lane, Profile Edgeline 64% 10
Markings
303,519 Resurfacing,Add Left Turn Lane 36% 10
303,519,532, Resurfacing,Add Left Turn Lane, Milled Edgeline Rumble Strips, 49% 15
540 Install Passing Lanes on 2 Lane Road
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 Lanes 44% 15
on 2 Lane Road
303,532,542 Resurfacing,Milled Edgeline Rumble Strips, Milled Centerline 58% 10
Rumble Strips
303,533 Resurfacing, Profile Edgeline Markings 41% 10
303,533,536 Resurfacing,Profile Edgeline Markings,Widen Paved Shoulders(to 41% 20
>5 ft.)
303,533,536, Resurfacing, Profile Edgeline Markings,Widen Paved Shoulders(to 41% 20
543 >5 ft.), Profile Centerline Markings
303,533,542 Resurfacing,Profile Edgeline Markings,Milled Centerline Rumble 37% 10
Strips
303,533,543 Resurfacing, Profile Edgeline Markings, Profile Centerline Markings 22% 10
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
304,502,533, Safety Lighting,Widen Lane(s), Profile Edgeline Markings, Profile 41% 20
543 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, 519, Safety Lighting at Intersection, Realign Intersection,Add Left Turn TBD 10
521 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 Turn 42% 15
Lane
305,519,532, Safety Lighting at Intersection,Add Left Turn Lane, Milled Edgeline
540,542 Rumble Strips, Install Passing Lanes on 2 Lane Road, Milled 39% 15
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 Pedestrian 15% 4
Crosswalk
Page 151
Work Codes&Combinations in MicroStrategy
401.403, 504 Install Pavement Markings, Install Pedestrian Crosswalk,Construct 36% 20
Paved Shoulders(1-4 ft.)
401,532,536 Install Pavement Markings,Milled Edgeline Rumble Strips,Widen 50% 20
Paved Shoulders(to>5 ft.)
402,543 Install Edge Marking,Profile Centerline Markings 31% 5
403,407 Install Pedestrian Crosswalk, Install Sidewalks 74% 10
407,517,518, Install Sidewalks,Add Through Lane,Install Continuous Turn Lane, 75% 20
536 Widen Paved Shoulders(to>5 ft.)
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
502,503,518, Widen Lane(s),Widen Paved Shoulder(to 5 ft.or less), Install 66% 20
533 Continuous Turn Lane,Profile Edgeline Markings
502,503,532, Widen Lane(s),Widen Paved Shoulder(to 5 ft.or less),Milled 36% 20
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, 533, Widen Lane(s),Install Continuous Turn Lane, Profile Edgeline
537.543 Markings,Construct Paved Shoulders(>=5ft.), Profile Centerline 71% 20
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 Superelevation 62% 20
503,518 Widen Paved Shoulder(to 5 ft.or less), Install Continuous Turn 63% 20
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 Rumble 48% 20
Strips
503,532,542 Widen Paved Shoulder(to 5 ft.or less),Milled Edgeline Rumble 49% 20
Strips,Milled Centerline Rumble Strips
503, 540 Widen Paved Shoulder(to 5 ft.or less),Install Passing Lanes on 2 34% 20
Lane Road
503,542 Widen Paved Shoulder(to 5 ft.or less), Milled Centerline Rumble 32% 20
Strips
504,506 Construct Paved Shoulders(1-4 ft.),Improve Horizontal Alignment 46% 20
504, 506, 507 Construct Paved Shoulders(1-4 ft.),Improve Horizontal Alignment, 63% 20
Increase Superelevation
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Work Codes&Combinations in MicroStrategy
504,507 Construct Paved Shoulders(1-4 ft.), Increase Superelevation 49% 20
504,518 Construct Paved Shoulders(1-4 ft.), Install Continuous Turn Lane 63% 20
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, Increase 72% 10
Superelevation
505, 516 Improve Vertical Alignment, Close Crossover 63% 20
506,507,519, Improve Horizontal Alignment,Increase Superelevation,Add Left
520,537 Turn Lane, Lengthen Left Turn Lane,Construct Paved Shoulders(>= 77% 20
5ft.)
506,507,519, Improve Horizontal Alignment, Increase Superelevation,Add Left 64% 20
537 Turn Lane,Construct Paved Shoulders(>=5ft.)
506,507,537 Improve Horizontal Alignment, Increase Superelevation,Construct 64% 20
Paved Shoulders(>=5ft.)
506,508,519, Improve Horizontal Alignment, Realign Intersection,Add Left Turn TBD 20
537 Lane,Construct Paved Shoulders(>=5ft.)
507,532 Increase Superelevation,Milled Edgeline Rumble Strips 74% 10
507,532,537 Increase Superelevation,Milled Edgeline Rumble Strips,Construct 52% 20
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
507,537,532, Increase Superelevation,Construct Paved Shoulders(>=5ft.), 61% 20
542 Milled Edgeline Rumble Strips, Milled Centerline Rumble Strips
508,509 Realign Intersection,Channelization TBD 10
508,520,522, Realign Intersection, Lengthen Left Turn Lane, Lengthen Right Turn TBD 10
524 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 Edgeline 62% 20
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, Install 60% 15
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 ft.) 70% 20
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Work Codes&Combinations in MicroStrategy
518,537 Install Continuous Turn Lane,Construct Paved Shoulders(>=5ft.) 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 Radius 38% 10
519,532 Add Left Turn Lane,Milled Edgeline Rumble Strips 50% 10
520,521,524 Lengthen Left Turn Lane,Add Right Turn Lane,Increase Turning 43% 10
Radius
532,536 Milled Edgeline Rumble Strips,Widen Paved Shoulders(to >5 ft.) 52% 20
532,536,540, Milled Edgeline Rumble Strips,Widen Paved Shoulders(to>5 ft.),
542 Install Passing Lanes on 2 Lane Road, Milled Centerline Rumble 40% 20
Strips
532,537 Milled Edgeline Rumble Strips,Construct Paved Shoulders(>=5ft.) 48% 20
532,537,542 Milled Edgeline Rumble Strips,Construct Paved Shoulders(>=5ft.), 52% 20
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 Surface 39% 20
Width
532, 541,542 Milled Edgeline Rumble Strips, Provide Additional Paved Surface 44% 20
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.), Milled 36% 20
Centerline Rumble Strips
533,536,543 Profile Edgeline Markings,Widen Paved Shoulders(to>5 ft), Profile 37% 20
Centerline Markings
533,537 Profile Edgeline Markings,Construct Paved Shoulders(>=5ft.) 49% 20
533,537,543 Profile Edgeline Markings,Construct Paved Shoulders(>=5ft.), 42% 20
Profile Centerline Markings
533,541 Profile Edgeline Markings, Provide Additional Paved Surface Width 49% 20
533, 541. 543 Profile Edgeline Markings, Provide Additional Paved Surface Width, 55% 20
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 Strips 55% 4
541,542 Provide Additional Paved Surface Width,Milled Centerline Rumble 36% 20
Strips
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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 1 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
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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
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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
9 Vehicle hit train on tracks parallel to 45 Vehicle hit attenuation device
road -no crossing
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
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 1 Vehicle hit mailbox 64 Not Applicable
32 Vehicle hit tree or shrub 65 Not Reported
33 1 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
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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
Vehicle passing or attempting to pass7 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
Avoiding pedestrian, pedal cyclist,etc.
28 in road 34 Avoiding previous crash
29 Avoiding animal in road 35 Avoiding vehicle passing,changing lanes
30 Avoiding object in road
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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:
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
Page 159
Appendix D - Change Log
Date of
Release Changes
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.
October Updated language describing the SII ratio.
2020 Updated section "Crash Data-Overview"to reflect that K,A,and B crashes are included in CAVS
data.
Updated section "Crash Cost"to reflect current numbers,and updated language regarding
crashes counted toward the SII.
Added "CAVS"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
2021 result of TxDOTCONNECT improvements.
Revised SII instructions.
Removed WC 105 Install Overhead Flashing Beacon,and associated Combinations.
Added approved countermeasures to Work Codes tables.
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