idot pavement marking details

On August 5, 2022, FHWA published a final rule in the federal register adding new provisions to the Manual on Uniform Traffic Control Devices (MUTCD) relating to maintaining minimum levels of pavement marking retroreflectivity. %%EOF 01 Chevron and diagonal crosshatch markings may be used to discourage travel on certain paved areas, such as shoulders, gore areas, flush median areas between solid double yellow center line markings or between white channelizing lines approaching obstructions in the roadway (see Section 3B.10 and Figure 3B-15), between solid double yellow center line markings forming flush medians or channelized travel paths at intersections (see Figures 3B-2 and 3B-5), buffer spaces between preferential lanes and general-purpose lanes (see Figures 3D-2 and 3D-4), and at grade crossings (see Part 8). Section 4N.02 contains information regarding In-Roadway Warning Lights at crosswalks. a =@9o`So`\A*e` 6e?qN4O+jP6 D@Z3H30yYa`b` u Standard: Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction is permitted on both sides of the island. endstream endobj 81 0 obj <>stream Two-direction passing zone markings consisting of a normal broken yellow line where crossing the center line markings for passing with care is permitted for traffic traveling in either direction; One-direction no-passing zone markings consisting of a double yellow line, one of which is a normal broken yellow line and the other is a normal solid yellow line, where crossing the center line markings for passing with care is permitted for the traffic traveling adjacent to the broken line, but is prohibited for traffic traveling adjacent to the solid line; or. 11 Curbs at openings in a continuous median island need not be marked unless an engineering study indicates the need for this type of marking. Can IDOT provide any cores that were previously taken for the existing conditions on I-55. 03 Speed measurement markings may extend 24 inches on either side of the center line or 24 inches on either side of edge line markings at 1/4-mile intervals over a 1-mile length of roadway. 08 Crosswalk lines should not be used indiscriminately. Staggered stop lines and staggered yield lines can improve the driver's view of pedestrians, provide better sight distance for turning vehicles, and increase the turning radius for left-turning vehicles. HKo$+x L/o^7|!^9W2dH^X^'?$#I-vXUwO?<.nwwx5a VwryE+m+k[Cwxgwe7{|sc]-hE"+ Where through lanes approaching an intersection become mandatory turn lanes, lane-use arrow markings (see, Where through lanes approaching an intersection become mandatory turn lanes, ONLY word markings (see. 20. Option: An auxiliary lane 1 mile or less in length between two adjacent intersections. 11 For entrance ramps with a parallel acceleration lane, a normal width dotted white line extension may be installed from the downstream end of the dotted white lane line to the downstream end of the acceleration taper, as shown in Drawing A of Figure 3B-9. The following is a listing of pay item unit of measure to material code unit conversion factors in pay item order. 06 A dotted white line marking shall be used as the lane line to separate a through lane that continues beyond the interchange or intersection from an adjacent lane for any of the following conditions: 07 For exit ramps with a parallel deceleration lane, a normal width dotted white lane line shall be installed from the upstream end of the full-width deceleration lane to the theoretical gore or to the upstream end of a solid white lane line, if used, that extends upstream from the theoretical gore as shown in Drawings A and C of Figure 3B-8. 01 No-passing zones shall be marked by either the one direction no-passing zone pavement markings or the two-direction no-passing zone pavement markings described in Section 3B.01 and shown in Figures 3B-1 and 3B-3. 06 Since yellow and white curb markings are frequently used for curb delineation and visibility, it is advisable to establish parking regulations through the installation of standard signs (see Sections 2B.46 through 2B.48). The Documentation of Contract Quantities Guide (or Documentation Guide for short) is the documentation section of IDOTs Construction Manual, containing policies which represent the minimum documentation requirements for use by construction personnel for the proper documentation of day to day events as well as contract pay quantities on the states highway construction projects. 33 The ONLY word marking shall not be used in a lane that is shared by more than one movement. Support: When substituting for wide lines, raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. Advisory signs may be used in conjunction with these markings. Recurring and Unique Special Provisions & Recurring Plan Details; Indiana Design Manual; Memos, Policies, and Instructions. 12 For additional emphasis, retroreflective raised pavement markers may be spaced closer than described in Sections 3B.12 through 3B.14, as determined by engineering judgment or engineering study. Can IDOT provide copies of any Preliminary Environmental Site Assessments (PESA) or Preliminary Site Investigations (PSI) as it applies to regulated substance special provision to this item-contract. The passing sight distance on a vertical curve is the distance at which an object 3.5 feet above the pavement surface can be seen from a point 3.5 feet above the pavement (see Figure 3B-4). WE CAN HELP. Article 7.6.17 Revised sign legend from 7 Days to Pay Online to 14 Days to Pay Online. Where opposing offset channelized left-turn lanes exist, lane-use arrow markings should be placed near the downstream terminus of the offset left-turn lanes to reduce wrong-way movements (see. Find your nearest vaccination location at vaccines.gov. Examples of channelizing line applications are shown in, Channelizing lines at exit ramps as shown in, Channelizing lines at entrance ramps as shown in, For all exit ramps and for entrance ramps with parallel acceleration lanes, channelizing lines shall be placed on both sides of the neutral area (see, For entrance ramps with tapered acceleration lanes, channelizing lines shall be placed along both sides of the neutral area to a point at least one-half of the distance to the theoretical gore (see Drawing C of, For entrance ramps with tapered acceleration lanes, the channelizing lines may extend to the theoretical gore as shown in Drawing B of. Option: Use in conjunction with the requirements set forth in the note above. 01 Edge line markings shall be placed on paved streets or highways with the following characteristics: Guidance: 14 When diagonal or longitudinal lines are used to mark a crosswalk, the transverse crosswalk lines may be omitted. This special provision was developed by the Bureau of Materials and Physical Research and the Bureau of Operations to create a statewide specification for a temporary pavement marking tape with improved retroreflectivity during wet conditions. Support: Standard: Examples of parking space markings are shown in. Curbs at openings in a continuous median island need not be marked unless an engineering study indicates the need for this type of marking. Center line markings should be placed on paved urban arterials and collectors that have a traveled way of 20 feet or more in width and an ADT of 4,000 vehicles per day or greater. You can only import the pay items that were exported from the IDOT electronic bidding system. When paved shoulders of sufficient width are available, the speed measurement markings may be placed entirely on these shoulders (see Drawing A of. 02 Advance pavement wording such as BUMP or HUMP (see Section 3B.20) may be used on the approach to a speed hump either alone or in conjunction with advance speed hump markings. Pavement Marking Selection, Installation and Inspection Manual 10 For entrance ramps with a parallel acceleration lane, a normal width dotted white lane line shall be installed from the theoretical gore or from the downstream end of a solid white lane line, if used, that extends downstream from the theoretical gore, to a point at least one-half the distance from the theoretical gore to the downstream end of the acceleration taper, as shown in Drawing A of Figure 3B-9. The following are the reference materials for executing an agreement for airport related work, 2023 Illinois Highway Standards for Traffic Control, 2022 Illinois Highway Standards for Traffic Control, Work Zone Safety and Mobility Supplemental Policy, Positive Protection of Workers, Drop-offs and Temporary Concrete Barrier: 4-21, Standard Specifications / Supplemental Specifications and Recurring Special Provisions, Documentation of Contract Quantities Guide, CMMS Supplement Documentation of Contract Quantities Guide, Concrete Structures Other Than Bridge Decks, Hot Mix Asphalt (HMA) Binder and Surface Course, Hot Mix Asphalt (HMA) Pavement (Full Depth), Removal and Disposal of Regulated Substances, Stabilized Subbase, BAM, CAM, PAM & CAM II, LPA Resources: Local Roads and Street Manual, Illinois Supplement to the National Manual on Uniform Traffic Control Devices, Illinois Supplement to the National MUTCD Summary of Changes, Project Procedure Guide Sampling Frequencies for Materials Testing and Inspection, MISTIC Pay Item/Material Conversion Factor Report, Final Rule on Work Zone Safety and Mobility, Quality Standard for Work Zone Traffic Control Devices, Agreement on Accuracy of Plan Quantities (English): BC 981, Agreement on Accuracy of Plan Quantities (Metric): BC 981m, Assignment of Contract/Consent to Assignment of Contract: BC 503, Authorization of Contract Changes: BC 22 (Excel), Bidders Employee Utilization Form: BC 1256, Bituminous Paving Daily Record (metric): BC 2529M, Checklist for Engineer's Final Payment Estimate: BC 111, Construction Manual Corrections & Comments: BC 2371, Consultant Engineer's Private Vehicle Weekly Mileage Record: BC 931, Consultant Engineer's Weekly Personnel and Vehicle Time Distribution Record: BC 930, Contractor's Performance Evaluation: BC 1777, Final Inspection Report of State Road Work: BC 71, Local Agency Certification to Accompany Engineer's Final Payment Estimate: BC 608, Local Public Agency Construction Inspector: BC 776, Local Public Agency Resident Construction Supervisor/ In Responsible Charge: BC 775, Notice of EEO Policy & EEO Officer: BC 955, NPDES/Erosion Control Inspection Report: BC 2259, Prior Approval Authorization of Contract Change: BC 2256, Profile Report for Bridge Deck Smoothness: BC 2450, Profile Report for Pavement Smoothness: BC 2448A, Project Labor Agreement (PLA) Workforce Participation Quarterly Reporting Form: BC 820, Report of Bridge Deck Patching Quantities: BC 2544, Request for Approval of Subcontractor: BC 260a, Request for Procurement Policy Board Waiver: BC 24, Rotational Capacity Test Worksheet: BC 2320, Smoothness Assessment Worksheet: BC 2448B, Subcontractor Payment Agreement: Non-DBE: BC 2115, Substance Abuse Prevention Program Certification: BC 261, Traffic Control Surveillance Report: BC 2240, Geotechnical Memos and Special Provisions, Construction Inspector Daily (QA) Report, BBS 2562, Construction Inspector Project Start Up Checklist, BBS 2561, Pre-Project Environmental Submittal Review Checklist, BBS 2557, Pre-Project Painting Submittal Review Checklist, BBS 2558, Fabrication Nonconformance Report, BBS 2660A, Drilled Shaft Concrete Placement Log, BBS 135, Drilled Shaft Excavation and Inspection Record, BBS 134, Drilled Shaft Qualifications and Installation Plan, BBS 133, Soils Field Testing and Inspection-STTP-S33, Drilled Shaft Foundation Construction Inspection Reference Manual - STTP-S32, Asbestos Determination Certification, BBS 2536, Acceptance Testing for Density Bituminous Mixes: AER 1, Acceptance Testing for Strength 501 Concrete Mixes: AER 3, Aggregate Moisture Determination Pyncometer Jar Test: AER 19, Assignment of Material Description: AER 5, Authorization of Contract Changes: AER 51, Bituminous Mixture Daily Plant Output: AER 9, Bituminous Nuclear Density Testing: AER 16, Concrete Batch Weight Calculations/Field Gradations (Blended Aggregates): AER 12A, Concrete Batch Weight Calculations: AER 12, Concrete Moisture Determination Adjusted Oven Dry Method: AER 6, Concrete Plant Production Mix Veri&cation: AER 4, Construction Phase Engineering Amendment Application: AER 2020, Consultant Airport Construction Personnel Plan: AER 34, Contract Time Suspension/Resumption Noti&cation: AER 1016, Contractor's Performance Evaluation: AER 1777, Hot Mix Asphalt (HMA) Paving Daily Record: AER 2529, Mean and Standard Deviation Test for Outliers: AER 2, PCC Test Batch Documentation Report: AER 23, Storm Water Pollution Prevention Plan/Erosion Control Inspection Report: AER 2259, Airport Construction Documentation Manual, Manual for Documentation of Airport Materials, Policy Memorandum (Aeronautics) 87-3 Mix Design Test Batch Quality Control and Acceptance Testing of PCC Pavement Mixture (2020), Policy Memorandum (Aeronautics) 87-4 Determination of Bulk Specific Gravity (d) of Compacted Bituminous Mixes (2020), Policy Memorandum (Aeronautics) 96-1A Item 610, Structual Portland Cement Concrete, Job Mix Formula Approval and Production Testing (2022), Policy Memorandum (Aeronautics) 96-3 Requirements for Quality Assurance on Projects with Bituminous Concrete Paving (2020), Policy Memorandum (Aeronautics) 97-2 Pavement Marking Acceptance (2020), Policy Memorandum (Aeronautics) 2001-1 Requirements for Cold Weather Concreting (2020), Policy Memorandum (Aeronautics) 2003-1 Requirements for Laboratory, Testing, Quality Control and Paving of Superpave HMA Concrete Mixtures for Airports (2020), Policy Memorandum (Aeronautics) 2011-1 Requirements for Laboratory, Testing, Quality Control, and Paving of Porous Friction Course (2020), Policy Memorandum (Aeronautics) HMA Comparison Samples (2020), Policy Memorandum (Aeronautics) 07-21 Acceptance Procedure for Finely Divided Minerals used in Portland Cement Concrete and Other Applications, Policy Memorandum (Aeronautics) 2001-1 Requirements for Cold Weather Concreting, Policy Memorandum (Aeronautics) 2003-1 Requirements for Laboratory, Testing, Quality Control, and Paving of Superpave HMA Concrete Mixtures for Airports, Policy Memorandum (Aeronautics) 2011-1 Requirements for Laboratory, Testing, Quality Control, and Paving of Porous Friction Course, Policy Memorandum (Aeronautics) 87-2 Density Acceptance of Bituminous Pavements, Policy Memorandum (Aeronautics) 87-3 Mix Design, Test Batch, Quality Control, and Acceptance Testing of PCC Pavement Mixture, Policy Memorandum (Aeronautics) 87-4 Determination of Bulk Specific Gravity (d) of Compacted Bituminous Mixes, Policy Memorandum (Aeronautics) 90-1 Resampling and Retesting of PCC Pavement, Policy Memorandum (Aeronautics) 95-1 Field Test Procedures For Mixer Performance and Concrete Uniformity Tests, Policy Memorandum (Aeronautics) 96-1 Item 610, Structural Portland Cement Concrete: Job Mix Formula Approval & Production Testing, Policy Memorandum (Aeronautics) 96-3 Requirements for Quality Assurance on Projects with Bituminous Concret Paving, Policy Memorandum (Aeronautics) 97-2 Pavement Marking Paint Acceptance, Policy Memorandum (Aeronautics) Comparison Samples, Policy Memorandum (Aeronautics) 22-1 Cement Type, Policy Memorandum (Aeronautics) 22-2 Obtaining Approved Aggregates Complying with 2020 Aeronautics Specifications, Authorization of Contract Changes (Local Let): AER 51L, 2012 Standard Specifications for Construction of Airports, 2020 Standard Specifications for Construction of Airports, Affidavit of Benefcial Interest: AER 2465, Claim for Incidental Expenses for Acquired Property (Residential): AER 606, Claim for Moving Expenses Residential (49 CFR 24.301): AER 2518, Claim for Relocation Payments - Nonresidential: AER 2520, Complete Release of Mortgage (by Corporation): AER 2486, Complete Release of Mortgage (by Individual): AER 2487, Dwelling Inspection (Decent, Safe and Sanitary): AER 2521, Economic Means Evaluation for Low Income Households (Rental Assistance): AER 2525, Limited Approval to Transfer Real Estate: AER 2500, MIDP Computation Using TI Business Analysts or Radio Shack EC-100: AER 2528, Mortgage Interest Differential Payments: AER 2526, Moving Expenses Worksheet - Residential: AER 2518B, Payment Evaluation Form for Replacement Housing Supplement (Purchase): AER 2522, Payment Evaluation Form for Replacement Housing Supplement (Rent): AER 2524, Relocation Assistance Parcel Check List: AER 2517, Relocation Assistance Unit Record: AER 2516, Relocation Plan Interview (Business): AER 2515, Relocation Plan Interview (Residential): AER 2514, Replacement Housing Supplement Certification: AER 2530, Replacement Housing Supplement Comparable Listing: AER 2523, Request for Determination of Entitlement for Payment in Lieu of Moving Expenses: AER 2519, Residential Moving Expense and Dislocation Fixed Payment Schedule: AER 2518A, Utility Subordination Agreement: AER 2490, CATEX FormNotice of Proposed Const.