idot pavement marking details
18 Section 8B.28 contains information regarding the use of stop lines and yield lines at grade crossings. If speed hump markings are used, they shall be a series of white markings placed on a speed hump to identify its location. Can IDOT provide any cores that were previously taken for the existing conditions on I-55. Figure 3B-21 Examples of Parking Space Markings. Where greater restriction is required, solid lane lines or channelizing lines should be extended into or continued through intersections or major driveways. Non-retroreflective raised pavement markers should not be used alone, without supplemental retroreflective or internally illuminated markers, as a substitute for other types of pavement markings. Maureen M. Addis. Center line pavement markings, when used, shall be the pavement markings used to delineate the separation of traffic lanes that have opposite directions of travel on a roadway and shall be yellow. Anyone, 5 years of age and older, is eligible to receive the COVID-19 vaccine. Visit theMUTCD websitefor additional information on this and other changes to the MUTCD. Office of Pavement Engineering; Pipe-Backfill Calculation Software (MS Excel File) l'yPU_Vk[MWl7C-K},,u|-_XVpRX4bC9/_Q"ce} qm q~kU(AuuM^.a*,\{\o/t~Xl :v\CEmr VjgpV!E?}}yq\?=O_| yDsWqu0O'rS@D M#T9s0Yfi95J/e]Qq[WXy-d| bu0~g,"aj5o sTd)D8]0tw(/WN~/qQ=yrZ~o9Rs)kqXK&s5YC{!^'Fbvy&Lg=MF`bU7X;HjzBHs]&-Qlo^l6T -3otF9kL3'?#FFH4bjz,|eyI`[Sm\IF2+/KIk8beU. Option: 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. Speed reduction markings should not be greater than 12 inches in width, and should not extend more than 18 inches into the lane. 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. 10 Except for the SCHOOL word marking (see Section 7C.03), pavement word, symbol, and arrow markings should be no more than one lane in width. The CMMS Supplement Documentation of Contract Quantities Guide document serves as a supplement to the departments Documentation of Contract Quantities Guide. 0 Lane-use arrow markings should also be used in lanes from which movements are allowed that are contrary to the normal rules of the road (see Drawing B of Figure 3B-13). Center line markings shall also be placed on all paved two-way streets or highways that have three or more lanes for moving motor vehicle traffic. Standard: The centerline markings on undivided two-way roadways with four or more lanes for moving motor vehicle traffic shall be the two-direction no-passing zone markings consisting of a solid double yellow line separated by 4 in. IDOTs Bureau of Design and Environment (BDE) issues the BDE Special Provisions four times a year. Support: 08 Sections 11-301(c) and 11-311(c) of the "Uniform Vehicle Code (UVC)" contain information regarding left turns across center line no-passing zone markings and paved medians, respectively. 04 Speed reduction markings should not be greater than 12 inches in width, and should not extend more than 18 inches into the lane. Wide solid edge line markings may be used for greater emphasis. If used, speed reduction markings should supplement the appropriate warning signs and other traffic control devices and should not substitute for these devices. The majority of the changes are in Section 3A.03. January 13, 2017. Option: 01 Word, symbol, and arrow markings on the pavement are used for the purpose of guiding, warning, or regulating traffic. Center line markings should also be placed on other traveled ways where an engineering study indicates such a need. 02 In conjunction with signs and other measures, crosswalk markings help to alert road users of a designated pedestrian crossing point across roadways at locations that are not controlled by traffic control signals or STOP or YIELD signs. Please navigate to Consultant Resources to view Coded Pay Items. 06 Where observed speeds exceed posted or statutory speed limits, longer tapers should be used. Standard: Sub-Category Plan Title - Download Last Updated; . endstream endobj startxref Parking space markings tend to prevent encroachment into fire hydrant zones, bus stops, loading zones, approaches to intersections, curb ramps, and clearance spaces for islands and other zones where parking is restricted. 03 Where it is desired to alert the road user to changes in the travel path, such as on sharp curves or on transitions that reduce the number of lanes or that shift traffic laterally, the spacing may be reduced to N or less. WCDOT, 16841 W. Laraway Road, Joliet, IL 60433 5/17/2023 Date Location of Letting 09:30AM Time ### ATC Will 23-21000-01-GM City/County Section No. Standard Details | Lake County, IL Letters and numerals should be 6 feet or more in height. Standard: 10 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. Support: Option: hbbd```b`` "$"MZ@tn% -/? Pavement Marking Selection, Installation and Inspection Manual Standard: 10 The spacing of raised pavement markers used to supplement or substitute for other types of longitudinal markings should correspond with the pattern of broken lines for which the markers supplement or substitute. Section 11-307 of the "Uniform Vehicle Code (UVC)" contains further information regarding required road user behavior in no-passing zones. Guidance: A single-direction lane-use arrow shall not be used in a lane bordered on both sides by yellow two-way left-turn lane longitudinal markings. 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. For roadways where the posted or statutory speed limit is less than 45 mph, the formula L = WS. Stop lines should be used to indicate the point behind which vehicles are required to stop in compliance with a traffic control signal.