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. Continuously Reinforced Concrete Pavement. When arrows are used for a short turn lane, the second (downstream) arrow may be omitted based on engineering judgment. HW$WtlGd(R`)pl, In Chicago, the typical roadway pavement width for a large proportion of local streets is 30 feet, measured from face of curb to face of curb. If you are interested in becoming or working with an approved lab that performs material testing on behalf of IDOT please choose from the following: Cement, Concrete, Soils. Ask a Question for Contract 238-46582. Raised pavement markers should not substitute for right-hand edge line markings unless an engineering study or engineering judgment indicates the benefits of enhanced delineation of a curve or other location would outweigh possible impacts on bicycles using the shoulder, and the spacing of raised pavement markers on the right-hand edge line is close enough to avoid misinterpretation as a broken line during wet night conditions. When used in turn lanes, at least two arrows should be used, one at or near the upstream end of the full-width turn lane and one an appropriate distance upstream from the stop line or intersection (see Drawing A of Figure 3B-11). Support: 03 If a two-way left-turn lane that is never operated as a reversible lane is used, the lane line pavement markings on each side of the two-way left-turn lane shall consist of a normal broken yellow line and a normal solid yellow line to delineate the edges of a lane that can be used by traffic in either direction as part of a left-turn maneuver. Guidance: 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. 02 If used, the pattern of the raised pavement markers should simulate the pattern of the markings for which they substitute. This supplement is intended for use when the Construction and Materials Management System (CMMS) is being utilized to administer a construction contract. 29 Additional two-way left-turn lane-use arrow markings may be used at other locations along a two-way left-turn lane where engineering judgment determines that such additional markings are needed to emphasize the proper use of the lane. This website utilizes varied software, media tools, files and applications to present or make available varied information. When crosshatch markings are used on paved shoulders, they shall be diagonal markings that slant away from traffic in the adjacent travel lane. Find on Page: Context Sensitive Solutions (CSS) - Aeronautics Implementation Procedures - May 2007.pdf Locally Let Project and Local Procurement Guidance - AB 2013-02 .pdf Sponsor Guidance for Local Let Projects at Primary Airports.pdf 2016 ITEP Application Example - Form OPP-2245.pdf Option: This type of marking may be used at locations where substantial numbers of pedestrians cross without any other traffic control device, at locations where physical conditions are such that added visibility of the crosswalk is desired, or at places where a pedestrian crosswalk might not be expected. If a traffic count is not available, the ADTs described in this Section may be estimates that are based on engineering judgment. @L 12 Section 3B.16 contains information regarding placement of stop line markings near crosswalk markings. 01 If reversible lanes are used, the lane line pavement markings on each side of reversible lanes shall consist of a normal broken double yellow line to delineate the edge of a lane in which the direction of travel is reversed from time to time, such that each of these markings serve as the center line markings of the roadway during some period (see Figure 3B-6). This guide seeks to establish materials sampling and testing uniformity throughout the state by providing sampling schedules which list the minimum frequencies at which samples and measurements shall be taken by project, plant, and IDOT's district personnel.This guide applies to all projects constructed on the state system and all local agency improvement projects with federal, state, or MFT funds. The CMMS Supplement Documentation of Contract Quantities Guide document serves as a supplement to the departments Documentation of Contract Quantities Guide. Support: Two-direction no-passing zone markings consisting of two normal solid yellow lines where crossing the center line markings for passing is prohibited for traffic traveling in either direction. Current Date,Letting Date,Item-Contract,District,DBE Goal,VBP Goal,County,Major Work Category,Bulletin Description "04/27/2023","04/28/2023",031-70992,5,5.00%,0.00% . Standard: 03 If used, speed reduction markings shall be a series of white transverse lines on both sides of the lane that are perpendicular to the center line, edge line, or lane line. The center line markings on undivided two-way roadways with four or more lanes for moving motor vehicle traffic always available shall be the two-direction no-passing zone markings consisting of a solid double yellow line as shown in, On two-way roadways with three through lanes for moving motor vehicle traffic, two lanes should be designated for traffic in one direction by using one- or two-direction no-passing zone markings as shown in. 06 Solid lines shall not be used to extend edge lines into or through intersections or major driveways. Also revised sign illust r ation s P-IT14A, P-IT17A, and P-IT17B to 14 Days. 03 For roadways having a posted or statutory speed limit of 45 mph or greater, the taper length of the tapered line markings should be computed by the formula L = WS. 21 Lane-use arrow markings (see Figure 3B-24) should be used in lanes designated for the exclusive use of a turning movement, including turn bays, except where engineering judgment determines that physical conditions or other markings (such as a dotted extension of the lane line through the taper into the turn bay) clearly discourage unintentional use of a turn bay by through vehicles. 01 Curb markings are most often used to indicate parking regulations or to delineate the curb. 02 The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red (see Section 3A.05). The chevrons and diagonal lines should form an angle of approximately 30 to 45 degrees with the longitudinal lines that they intersect. Option: SHORT TERM PAVEMENT MARKING Base items 70300150 . 02-2: Construction Projects Incorporating experimental Features.pdf, Consultant Engineering Mentor-Protg Program Guidelines 2022.pdf, Description And Minimum Requirements For Prequalification.pdf, Design and Environment Manual, Bureau of.pdf, District 2 Access Guidelines For Developments Along State Highways.pdf, District 3 Developer Consultant Responsibilities.pdf, District 3 Highways Permit CADD Details.pdf, Drilled Shaft Foundation Construction Inspection.pdf, Environmental Survey Request (ESR) Instructions.pdf, Evaluation of Bond Strength by Slant Shear 2012.pdf, Evaluation of Vertical and Overhead Adhesion for Polymer Modified Portland Cement Mortar 2012.pdf, Final Amended Rule Effective April 25 2016 Junex.pdf, Final Rule on Work Zone Safety and Mobility.pdf, Fine Aggregate Classification (Mortar Voids) 2011.pdf, Highway Traffic Noise Assessment Manual 2017.pdf, Highway Traffic Noise -- Noise Abatement 111015.pdf, Highway Traffic Noise -- Noise Analysis 111015.pdf, Highway Traffic Noise -- Noise Fundamentals 111015.pdf, HMA Full Lane Sealant - Experimental Feature 5-29-18.pdf, Hot Mix Asphalt (HMA) Quality Control Payment Guide.pdf, ICORS Reference and Training Manual for Microsoft Office 2010.pdf, IL Mod AASHTO: T 164: Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (Revised 5/15/20).pdf, IL mod AASHTO M 323-17 (2021) (revised 05-09-22).pdf, IL Mod AASHTO T 106: Compressive Strength of Hydraulic Cement Mortar.pdf, IL Mod AASHTO T 131: Time of Setting of Hydraulic Cement by Vicat Needle.pdf, IL Mod AASHTO T 161: Resistance of CAM II Mixes to Rapid Freezing and Thawing, Procedure B.pdf, IL Mod AASHTO T 161: Resistance of Concrete Admixtures to Rapid Freezing and Thawing, Procedure B.pdf, IL Mod AASHTO T 161: Resistance of Nonshrink Grout to Rapid Freezing and Thawing, Procedure B.pdf, IL Mod AASHTO T 161: Resistance of Polymer Concrete to Rapid Freezing and Thawing, Procedure B.pdf, IL Mod AASHTO T 161: Resistance of Polymer Modified Portland Cement Mortar to Rapid Freezing and Thawing, Procedure B.pdf, IL Mod AASHTO T 161: R Resistance of Packaged, Dry, Combined Materials for Mortar to Rapid Freezing and Thawing, Procedure B.pdf, IL Mod AASHTO T 260: Standard Test Methods for Chloride Ion in Concrete Admixtures.pdf, IL mod AASHTO T 283-21 Rev2022 (rev_0).pdf, IL MOD ASTM C 1038: Expansion of Hydraulic Cement Mortar Bars Stored in Water.pdf, IL MOD ASTM C 1107: Packaged Dry, Hydraulic-Cement Grout (Nonshrink).pdf, IL Mod ASTM C 1609: Flexural Performance of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading) Modifications.pdf, IL MOD ASTM C 579: Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes.pdf, IL MOD ASTM C 596: Drying Shrinkage of Mortar Containing Hydraulic Cement.pdf, IL MOD ASTM C 672: Scaling Resistance of Concrete Surfaces Exposed to Deicing Chemicals.pdf, IL MOD ASTM C 672: Scaling Resistance of Polymer Concrete Surfaces Exposed to Deicing Chemicals.pdf, IL MOD ASTM D 2444: Determination of the Impact Resistance of Polymer Concrete by Means of a Tup (Falling Weight).pdf, IL mod ASTM D2950-14 (revised 05-09-22).pdf, Industry Marketplace Instruction for Contractors.pdf, Interim-Guide-to-2-D-Hydraulic-Modeling.pdf, Linseed Oil Based Emulsion Curing Compound 2008.pdf, Load-Deflection Test for Geocomposite Drains (Sand Box Method) 2012.pdf, Manual for Documentation of Airport Materials 2010.pdf, Manual for Fabrication of Precast Prestressed Concrete Products.pdf, Manual of Aggregate Quality Test Procedures.pdf, Manual of Test Procedures for Materials: AASHTO TP 124(Illinois Modified)(Revised 2/28/19).pdf, Manual of Test Procedures for Materials: Addendum ITP 43 (Revised 12/9/20).pdf, Manual of Test Procedures for Materials: Addendum ITP 601 (Revised 9/1/21).pdf, Manual of Test Procedures for Materials: Appendix E3 (Revised 5/15/20).pdf, Manual of Test Procedures for Materials: Appendix E5 (Revised 5/15/20).pdf, Manual of Test Procedures for Materials: Appendix E6 (Revised 5/15/20).pdf, Manual of Test Procedures for Materials: ASTM D8159(Illinois Modified)(Revised 2/28/19).pdf, Manual of Test Procedures for Materials 2021.pdf, Manual-of-Test-Procedures-for-Materials-2022.pdf, Manual of Test Procedures for Materials December 2019.pdf, Manual of Test Procedures for Materials December 2020.pdf, Membrane Curing Compounds Explanation of Batch/Lot Number 2011.pdf, Membrane Curing Compounds Submittal for Lot Testing and Approval 2008.pdf, Mentor Protg Consultant Announcement 2009.pdf, Mentor Protege Sample Development Plan.pdf, Minimum Private Laboratory Requirements for Construction Materials Testing or Mix Design.pdf, Modification of Early Rust Resistance of Waterborne Acrylic Paint System.pdf, Numeric List of Assignments of Rubber Stamps used to Identify Materials.pdf, Outdoor Advertising Rules and Guidelines (April 2014).pdf, Oversize and Overweight Permit Movements on State Highways Draft Policy (2022).pdf, Pavement Marking Selection, Installation and Inspection Manual.pdf, Pile Foundation Construction Inspection.pdf, Policy Memorandum 10-08.3 Use of Non-Certified Aggregate Stockpiles Under the Aggregate Gradation Control System (AGCS).pdf, Policy Memorandum 11-08.7 Aggregate Gradation Control System (AGCS).pdf, Policy Memorandum 12-08.3 Crushed Gravel Producer Self-Testing Program .pdf, Policy Memorandum 13-08.3 Slag Producer Self-Testing Program .pdf, Policy Memorandum 14-08.3 Inspection of Large Sized Aggregate and Rip Rap used for Erosion Protection, Sediment Control, Rockfill, and Aggregate Subgrade Improvement.pdf, Policy Memorandum 15-08.1 Radiation Safety Requirements and Accident Procedures.pdf, Policy Memorandum 16-08.3 Approval of Concrete Plants and Delivery Vehicles.pdf, Policy Memorandum 17-08 Portland or Blended Cement Acceptance Procedure for Qualified and Non-Qualified Plants.pdf, Policy Memorandum 18-08 Acceptance Procedure for Finely Divided Minerals Used in Concrete and Other Applications.pdf, Policy Memorandum 19-08 Quality Control/Quality Assurance Program for Precast Concrete Products.pdf, Policy Memorandum 20-08.3 Field Test Procedures for Mixer Performance and Concrete Uniformity Tests.pdf, Policy Memorandum 21-08 Minimum Department and Local Agency Laboratory Requirements for Construction Materials Testing or Mix Design.pdf, Policy Memorandum 22-08.1 Inspection Procedures and Approved Inspection Agancies for Timber and Preservative-Treated Timber Products.pdf, Policy Memorandum 23-08 Welded Wire Reinforcement Bar Mat Plant Certification Procedure.pdf, Policy Memorandum 24-08: Epoxy Coating Plant Certification Procedure.pdf, Policy Memorandum 26-08 Reinforcement Bar and/or Dowel Bar Plant Certification.pdf, Policy Memorandum 27-08.1 Designation of Aggregate Information on Shipping Tickets.pdf, Policy Memorandum 28-10.3 Reclaimed Asphalt Shingle (RAS) Sources.pdf, Policy Memorandum 29-11.2 Minimum Laboratory Requirements for Alkalisilica Reactivity (ASR) Testing.pdf, Policy Memorandum 30-12.1 Minimum Laboratory Requirements for Resistivity Testing.pdf, Policy Memorandum 3-08.0 Emulsified Asphalt Acceptance Procedure.pdf, Policy Memorandum 31-13.2 Reclaimed Asphalt Pavement (RAP) for Aggregate Applications.pdf, Policy Memorandum 32-12.1 Fine and Coarse Aggregates Used as Select Fill in MSE Walls Acceptance Procedures for Approved/Qualified Aggregate Sources.pdf, Policy Memorandum 4-08: Approval of Hot-Mix Asphalt Plants and Equipment.pdf, Policy Memorandum 5-08.0 Storage of Hot-Mix Asphalt.pdf, Policy Memorandum 6-08 Minimum Private Laboratory Requirements For Construction Materials or Mix Design.pdf, Policy Memorandum 7-08.4 Recycling Portland Cement Concrete Into Aggregate.pdf, Policy Memorandum 8-08.2 Construction and Demolition Debris Sand as a Fine Aggregate for Trench Backfill.pdf, Policy Memorandum 9-08.2 Crushed Slag Producer Certification.pdf, Prestressed-Expansion-Abutment-Diaphragms.pdf, Prestressed-Integral-Abutment-Diaphragms.pdf, Prestressed-Superstructure-with-Expansion-Joints.pdf, Prestressed-Superstructure-with-Integral-Abutments.pdf, Procedure for FreezeThaw Expansion Measurement 2013.pdf, Procedure For Making Thermocouple Beams 2012.pdf, ProjectWise Web Explorer for File Transfer Guide.pdf, Quick Check Guidebook Supplement FINAL 2022.pdf, Reinforcement Bar and/or Dowel Bar Plant Certification.pdf, Research, Development and Technology Transfer Manual of Procedures.pdf, Resistance Tests of Cured Aluminum Epoxy Mastic 2007.pdf, Sand Penetration Test of Penetrating Emulsified Prime (PEP) 2007.pdf, Separation of Polymer from Asphalt Binder 2007.pdf, Shear Strength of Bonded Polymer Concrete 2012.pdf, Standard Specifications For Construction Of Airports 2012.pdf, Steel Structure Construction Inspection Course Guide.pdf, Transitional Approaches To Channelized Intersections.pdf, Work ZoneQ User Guide for Two-Lane Freeway Work Zones 2013.pdf, WorkZoneSafetyandMobilityRule3-07_10012014.pdf, IDOT_Safety_Portal_Administrators_Guide.pdf, IDOT_Safety_Portal_Data_Crash_Manager_Guide.pdf, IDOT_Safety_Portal_Getting_Started_Overview_Guide.pdf, IDOT_Safety_Portal_Organization_Vetters_Guide.pdf, IDOT_Safety_Portal_Tools_Training_Guide.pdf, Illinois Traffic Crash Report SR 1050 Instruction Manual 2019.pdf, Mobile Capture and Reporting System Initial Training Manual 2006.pdf, SAFETY 1.06 - Safety Engineering Policy Memorandum.pdf, SAFETY 2-13 - Safety Engineering Policy Memorandum.pdf, Systemic Safety Improvements Analysis, Guidelines and Procedures.pdf.
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