Standard: 03 When crosshatch markings are used in paved areas that separate opposing directions of traffic, they shall be yellow diagonal markings that slant away from traffic in the adjacent travel lanes, as shown in Figures 3B-2 and 3B-5 and Drawings A and B of Figure 3B-15. Center line pavement markings may be placed at a location that is not the geometric center of the roadway. Navigate to Erosion and Sediment Control for more information in regards to methods to prevent soil and other pollutants from leaving the construction site. Support: ?.pdf, Illinois Highway Information System - Roadway Information and Procedure Manual 2014.pdf, Illinois Highway Information System Structure Info & Procedure Manual.pdf, Illinois Supplement to MUTCD Summary of Changes.pdf, Illinois Traffic Monitoring Program 2004.pdf, Metropolitan Planning Organization Cooperative Operations Manual.pdf, Signing of Road District and Township Highways.pdf, Specifications and Special Provisions - Local Agencies.pdf, CREATE Final Phase III Manual April 2014.pdf, CREATE Final Phase I Manual July 2016.pdf, CREATE Flow Chart Phase II and III (3 by 4 sheet-ANSI E).pdf, Context Sensitive Solutions (CSS) - OPP Implementation Procedures - March 2007.pdf, Departmental Policy OPP 03 - Transit Transportation Development Credits Policies and Procedures 2013.pdf, 2021-02-10 IDOTCAD CONNECTED Environment Setup.pdf, 2023-03-29-Bentley-Based-OpenRoads-Designer-Roadway-Training.pdf, Addendum: AASHTO R 46 (Illinois Modified) (Revised 4/5/21).pdf, Addendum: Appendix E6 (Revised 4/5/21).pdf, Administration Code 14: Aviation Safety.pdf, Aero Tip Data Sheet Instructions additions.pdf, Airport Construction Documentation Manual 2014.pdf, Appendix B9 Mix verification (revised 05-09-22).pdf, Appendix E5 PFP DisputeResolution Suggested Modifications (revised 05-09-22).pdf, Appendix E8 PFP and QCP Dust Asphalt Deduction Calculation (revised 05-09-22).pdf, Approved/Qualified Product List of Reinforcing Bar Splicer Assemblies and Mechanical Splicers.pdf, Bond Strength Elastomer to Steel Laminate 2012.pdf, Bridges and Structures Emergency Routes for Preparation of TSLs.pdf, BSE-04_ Work Zone Safety and Mobility.pdf, CADD Aluminum Butterfly Sign Structures Library.pdf, CADD Aluminum Cantilever Sign Structures Library.pdf, CADD Aluminum Simple Span Sign Structures Library.pdf, CADD Breakaway Tubular Steel Signpost Library.pdf, CADD Bridge design details (not included with base sheets).pdf, CADD General notes for placement on GP and E.pdf, CADD Monotube Sign Structures Library.pdf, CADD Patterns, symbols and full scale bridge objects.pdf, CADD Pay items for Total Bill of Material on GP and E.pdf, CADD Planning details for TS and L and GP and E.pdf, CADD School zone signage cell library.pdf, CADD Steel Cantilever Sign Structures Library.pdf, CADD Steel Simple Span Sign Structures Library.pdf, CADD Steel Trichord Sign Structures Library.pdf, CADD Temporary Traffic Control signage cell library.pdf, CMMS Supplement - Documentation Of Contract Quantities Guide.pdf, Color and Gloss Retention of Finish Coats of Waterborne Acrylic Paint 2007.pdf, Color Difference of Waterborne Acrylic Paint 2007.pdf, Computer Aided Design, Drafting, Modeling and Deliverables Manual.pdf, Concrete Quality Control Responsibilities.pdf, Connect Project File Exchange via Email.pdf, Construction Memorandum No. If diagonal or longitudinal lines are used without transverse lines to mark a crosswalk, the crosswalk should be not less than 6 feet wide. An engineering study should be performed before a marked crosswalk is installed at a location away from a traffic control signal or an approach controlled by a STOP or YIELD sign. Figure 3B-5 Example of Application of Three-Lane, Two-Way Marking for Changing Direction of the Center Lane. 05 Yield lines shall not be used at locations where drivers are required to stop in compliance with a STOP (R1-1) sign, a Stop Here For Pedestrians (R1-5b or R1-5c) sign, a traffic control signal, or some other traffic control device. 02 See Chapter 3E for additional information on approach markings for toll plaza islands. 04 On freeways and expressways, the spacing may be increased to 3N for relatively straight and level roadway segments where engineering judgment indicates that such spacing will provide adequate delineation under wet night conditions. 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, Where curbs are marked for delineation or visibility purposes, the colors shall comply with the general principles of markings (see. 14 Except at the ends of aisles in parking lots, the word STOP shall not be used on the pavement unless accompanied by a stop line (see Section 3B.16) and STOP sign (see Section 2B.05). Option: Section 4L.03 contains information regarding Warning Beacons to provide active warning of a pedestrian's presence. 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: A deceleration or acceleration lane, A through lane that becomes a mandatory exit or turn lane, Detectable warning surfaces are required by 49 CFR, Part 37 and by the Americans with Disabilities Act (ADA) where curb ramps are constructed at the junction of sidewalks and the roadway, for marked and unmarked crosswalks. The purpose of this policy is to compile the policies and procedures which govern project location, design, and environmental evaluation into one comprehensive manual. 02 Stop lines may be used to indicate the point behind which vehicles are required to stop in compliance with a STOP (R1-1) sign, a Stop Here For Pedestrians (R1-5b or R1-5c) sign, or some other traffic control device that requires vehicles to stop, except YIELD signs that are not associated with passive grade crossings. An arrow at the downstream end of a turn lane can help to prevent wrong way movements. LC7804_Special Detail for Roundabout Signing and Pavement Marking (PDF) LC7805_Recessed Reflective Pavement Marker (PDF) 800 Electrical LC8502_Rectangular Rapid Flashing Beacon (RRFB) System (PDF) LC8600_Typical Detector Loop Layouts (PDF) LC8900_Video Detection Details (PDF) LC8902_Wireless Transmission System Details (PDF) 09 For entrance ramps with tapered acceleration lanes, the channelizing lines may extend to the theoretical gore as shown in Drawing B of Figure 3B-9. Symbol messages are preferable to word messages. Please navigate to the BDE Special Provisions webpage for a listing of these materials. The UVC can be obtained from the National Committee on Uniform Traffic Laws and Ordinances at the address shown on Page i. 30 Where crossing the lane line markings is prohibited, the lane line markings shall consist of a solid double white line (see Figure 3B-12). 0 77 0 obj <> endobj 04 Pavement marking letters, numerals, symbols, and arrows shall be installed in accordance with the design details in the Pavement Markings chapter of the "Standard Highway Signs and Markings" book (see Section 1A.11). Crosswalk markings provide guidance for pedestrians who are crossing roadways by defining and delineating paths on approaches to and within signalized intersections, and on approaches to other intersections where traffic stops. 03 Other pavement markings in the channelizing island area shall be white. Support: 19 0 obj <>stream A wide dotted white lane line shall be used: Lane drop markings used in advance of lane drops at freeway and expressway exit ramps should begin at least 1/2 mile in advance of the theoretical gore. Current Date,Letting Date,Item-Contract,District,DBE Goal,VBP Goal,County,Major Work Category,Bulletin Description "04/27/2023","04/28/2023",138-72403,6,4.00%,0.00% . Support: When raised pavement markers substitute for solid line markings, the markers shall be equally spaced at no greater than N/4, with retroreflective or internally illuminated units at a spacing no greater than N/2. Guidance: When an exclusive pedestrian phase that permits diagonal crossing of an intersection is provided at a traffic control signal, a marking as shown in. 05 Speed reduction markings shall not be used in lanes that do not have a longitudinal line (center line, edge line, or lane line) on both sides of the lane. 08 If traffic is required to pass only to the right of the obstruction, yellow diagonal crosshatch markings (see Section 3B.24) may be placed in the flush median area between the no-passing zone markings as shown in Drawings A and B of Figure 3B-15. 13 Yellow diagonal crosshatch markings (see Section 3B.24) may be placed in the flush median area between the two sets of no-passing zone markings as shown in Figure 3B-5. A two-way left-turn lane-use arrow pavement marking, with opposing arrows spaced as shown in. WE CAN HELP. Standard: 02 Speed measurement markings, if used, shall be white, and shall not be greater than 24 inches in width. When used, lane line pavement markings delineating the separation of traffic lanes that have the same direction of travel shall be white. All materials used on a project must have evidence of materials inspection, in other words, there must be proof that the materials incorporated into the work meet specification. Standard Highway Signs and Markings (SHSM) BookDesign Details, Interpretations 15 Under both formulas, L equals the taper length in feet, W equals the width of the center lane or offset distance in feet, and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. The following are manuals, guides and forms provided to comply with construction projects for IDOT and local entities. Option: Standard: Standard: On narrow, low-speed shared-use paths, the pavement words, symbols, and arrows may be smaller than suggested, but to the relative scale. 01 Pavement markings shall be used to guide traffic away from fixed obstructions within a paved roadway. THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS Base items 78000400 FOOT THERMOPLASTIC PAVEMENT MARKING - LINE 6" . The yield-ahead triangle symbol or YIELD AHEAD word pavement marking shall not be used unless a YIELD sign (see, The International Symbol of Accessibility parking space marking (see, A blue background with white border may supplement the wheelchair symbol as shown in. These drawings show the details of various construction items and are used in conjunction with the Standard Specifications. Please continue to check for addenda. 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). ROADWAY SIGNING AND PAVEMENT MARKING GUIDELINES MARCH 2021 | ILLINOIS TOLLWAY | 2 19. 01 Retroreflective or internally illuminated raised pavement markers, or non-retroreflective raised pavement markers supplemented by retroreflective or internally illuminated markers, may be substituted for markings of other types. Standard: 01 The color of raised pavement markers under both daylight and nighttime conditions shall conform to the color of the marking for which they serve as a positioning guide, or for which they supplement or substitute. 13 Figures 9-20 through 9-22 in the "Traffic Control Devices Handbook" (see Section 1A.11) contain additional information regarding the spacing of raised pavement markers on longitudinal markings. Local highway agencies may prescribe special colors for curb markings to supplement standard signs for parking regulation. Figure 3B-2 Examples of Four-or-More Lane, Two-Way Marking Applications. 16 A yield-ahead triangle symbol (see Figure 3B-26) or YIELD AHEAD word pavement marking may be used on approaches to intersections where the approaching traffic will encounter a YIELD sign at the intersection. Following a major snowstorm in Guidance: Company Name. The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red (see, Retroreflective or internally illuminated raised pavement markers may be used in the roadway immediately adjacent to curbed approach ends of raised medians and curbs of islands, or on top of such curbs (see. Option: A lock ( LockA locked padlock ) or https:// means youve safely connected to the .gov website. Stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required to be made. If N is other than 40 feet, the markers shall be equally spaced over the line segment length (at 1/2 points for three markers, at 1/3 points for four markers, and at 1/4 points for five markers). Revised MUTCD Maintaining Minimum Pavement Marking Retroreflectivity Guidance: Where lane changes might cause conflicts, a wide or normal solid white lane line may extend upstream from an intersection. Option: IDOTs Bureau of Design and Environment (BDE) issues the BDE Special Provisions four times a year. If you are unable to open these files, please navigate to the troubleshooting webpage for assistance. PLEASE NOTE: The CADD files were created in Microstation Version 7 format; levels, colors and some legend symbols may not be up to current CADD standards. Anyone, 5 years of age and older, is eligible to receive the COVID-19 vaccine. Where the median width allows the left-turn lanes to be separated from the through lanes to give drivers on opposing approaches a less obstructed view of opposing through traffic, white pavement markings may be used to form channelizing islands as shown in, Solid white lane line markings may be used to separate through traffic lanes from auxiliary lanes, such as an added uphill truck lane or a preferential lane (see. Lane drop markings used in advance of lane drops at intersections should begin a distance in advance of the intersection that is determined by engineering judgment as suitable to enable drivers who do not desire to make the mandatory turn to move out of the lane being dropped prior to reaching the queue of vehicles that are waiting to make the turn. h4P0P4T04W4R01PwI-.)V0|rssS!ny%!AyI%! Retroreflective or internally illuminated raised pavement markers, or non-retroreflective raised pavement markers supplemented by retroreflective or internally illuminated markers, may be substituted for markings of other types. Support: Guidance: Ask a Question for Contract 238-46582. 21. Stop and yield lines may be staggered longitudinally on a lane-by-lane basis (see Drawing D of. J}* H /99RUr! Standard: When pavement markings will be placed within the rumble strips, the marking material may seal the joint, making the fog seal superfluous. If used on the roadways of divided highways or one-way streets, or on any ramp in the direction of travel, left edge line pavement markings shall consist of a normal solid yellow line to delineate the left-hand edge of a roadway or to indicate driving or passing restrictions left of these markings. Guidance: Pavement Markings 9D-1Pavement Markings 9E: Traffic Control 9E-1Traffic Critical Projects Program 9F: Traffic Control in Work Zones 9F-1Introduction to Traffic Mobility and Safety Mitigations 9F-2Mobility and Safety Mitigations by Work Type 04 On roadways with center line markings, no-passing zone markings shall be used at horizontal or vertical curves where the passing sight distance is less than the minimum shown in Table 3B-1 for the 85th-percentile speed or the posted or statutory speed limit. Examples of approach markings for obstructions in the roadway are shown in, If traffic is required to pass only to the right of the obstruction, the markings shall consist of a two-direction no-passing zone marking at least twice the length of the diagonal portion as determined by the appropriate taper formula (see Drawing A of, If traffic is required to pass only to the right of the obstruction, yellow diagonal crosshatch markings (see, If traffic can pass either to the right or left of the obstruction, the markings shall consist of two channelizing lines diverging from the lane line, one to each side of the obstruction. Retroreflective solid yellow markings should be placed on the approach ends of raised medians and curbs of islands that are located in the line of traffic flow where the curb serves to channel traffic to the right of the obstruction. 08 Retroreflective solid yellow markings should be placed on the approach ends of raised medians and curbs of islands that are located in the line of traffic flow where the curb serves to channel traffic to the right of the obstruction. 0000000016 00000 n 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. Speed measurement markings, if used, shall be white, and shall not be greater than 24 inches in width. Support: The new provisions in this final rule will be incorporated into Revision 3 of the 2009 edition of the MUTCD. When supplementing dotted lane line markings, a spacing appropriate for the application should be used. 03 Where highway design or reduced visibility conditions make it desirable to provide control or to guide vehicles through an intersection or interchange, such as at offset, skewed, complex, or multi-legged intersections, on curved roadways, where multiple turn lanes are used, or where offset left turn lanes might cause driver confusion, dotted line extension markings consisting of 2-foot line segments and 2- to 6-foot gaps should be used to extend longitudinal line markings through an intersection or interchange area. 0000244408 00000 n Revised 23 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 Figure 2B-17). 05 Where greater restriction is required, solid lane lines or channelizing lines should be extended into or continued through intersections or major driveways. 11 Stop lines at midblock signalized locations should be placed at least 40 feet in advance of the nearest signal indication (see Section 4D.14). The first word of the message should be nearest to the road user. The applicable Standards are referenced on the cover sheet of the plans. Option: 01 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. Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction is permitted on both sides of the island. 07 Where curbs are marked for delineation or visibility purposes, the colors shall comply with the general principles of markings (see Section 3A.05). 04 Dotted edge line extensions may be placed through intersections or major driveways. 02 Word, symbol, and arrow markings, including those contained in the "Standard Highway Signs and Markings" book (see Section 1A.11), may be used as determined by engineering judgment to supplement signs and/or to provide additional emphasis for regulatory, warning, or guidance messages. Guidance: Standard: Guidance: Guidance: Support: 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. On two-way roadways, no-passing zone markings shall be used to prohibit passing in the direction of the convergence, and shall continue through the transition area. The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. The UVC can be obtained from the National Committee on Uniform Traffic Laws and Ordinances at the address shown on Page i. The longitudinal spacing of the chevrons or diagonal lines should be determined by engineering judgment considering factors such as speeds and desired visual impacts. You can only import the pay items that were exported from the IDOT electronic bidding system. 08 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. 16 When an exclusive pedestrian phase that permits diagonal crossing of an intersection is provided at a traffic control signal, a marking as shown in Figure 3B-20 may be used for the crosswalk. 01 A speed measurement marking is a transverse marking placed on the roadway to assist the enforcement of speed regulations. 07 If a pavement marking word message consists of more than one line of information, it should read in the direction of travel. Guidance: If advance markings are used, they shall comply with the detailed design shown in. 05 Under both formulas, L equals the taper length in feet, W equals the width of the offset distance in feet, and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. %%EOF 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. If used, speed reduction markings should supplement the appropriate warning signs and other traffic control devices and should not substitute for these devices. endstream endobj 81 0 obj <>stream IDOT documents are best viewed using Internet Explorer. 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. 05 Edge line markings may be excluded, based on engineering judgment, for reasons such as if the traveled way edges are delineated by curbs, parking, or other markings. If diagonal or longitudinal lines are used without transverse lines to mark a crosswalk, the crosswalk should be not less than 6 feet wide. 19 Section 3B.09 contains information about the lane line markings that are to be used for transition areas where the number of through lanes is reduced. SEARCH THE DOT WEBSITE SEARCH OUR A-Z INDEX Option: 03 Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (R1-2) sign or a Yield Here To Pedestrians (R1-5 or R1-5a) sign. Option: Option: Support: Option: 06 Word and symbol markings should not exceed three lines of information. Guidance: Each updated codebook corresponds with a regularly scheduled IDOT Letting. 03 Word, symbol, and arrow markings shall be white, except as otherwise provided in this Section. Guidance: It is normally placed 4-inch either to the right or to the left of the geometric center of the roadway. Option: 11 Pavement word, symbol, and arrow markings should be proportionally scaled to fit within the width of the facility upon which they are applied. %%EOF Except for the two opposing arrows of a two-way left-turn lane marking (see. Option: Guidance: Detectable warning surfaces mark boundaries between pedestrian and vehicular ways where there is no raised curb. 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, The upstream end of a no-passing zone at point "a" in, The values of the minimum passing sight distances that are shown in Table 3B-1 are for operational use in marking no-passing zones and are less than the values that are suggested for geometric design by the AASHTO Policy on Geometric Design of Streets and Highways (see. Pavement Marking Plans for MnDOT projects follow a general style and format. Lane-reduction transition markings are not used for lane drops. Standard: Blue lines may supplement white parking space markings of each parking space designated for use only by persons with disabilities. 0000409605 00000 n Standard: Other pavement markings in the channelizing island area shall be white. When substituting for wide lines, raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. These markings shall be placed with the broken line toward the two-way left-turn lane and the solid line toward the adjacent traffic lane as shown in, White two-way left-turn lane-use arrows (see, Signs should be used in conjunction with the two-way left turn markings (see, If a continuous flush median island formed by pavement markings separating travel in opposite directions is used, two sets of solid double yellow lines shall be used to form the island as shown in. This supplement is intended for use when the Construction and Materials Management System (CMMS) is being utilized to administer a construction contract. . The dotted white lane lines that are used for lane drop markings and that are used as a lane line separating through lanes from auxiliary lanes should consist of line segments that are 3 feet in length separated by 9-foot gaps. Find your nearest vaccination location at vaccines.gov. Standard: For information about traffic control devices and theManual on Uniform Traffic Control Devices(MUTCD), other than visibility or retroreflectivity, please see FHWA'sMUTCD website, Pavement Markings Regulations / Standards, United States Department of Transportation, Revised MUTCD Maintaining Minimum Pavement Marking Retroreflectivity, Methods for Maintaining Pavement Marking Retroreflectivity, FHWA-SA-22-028. 04 Speed reduction markings should not be greater than 12 inches in width, and should not extend more than 18 inches into the lane. 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. Option: 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. The minimum taper length should be 100 feet in urban areas and 200 feet in rural areas. 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. 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. Construction Inspector's Checklists are issued by IDOT's Bureau of Construction to provide guidance to IDOT and local agency employees for the performance of required inspection for the major categories of work involved in department contracts. Support: Option: Support: Where greater restriction is required, solid lane lines or channelizing lines should be extended into or continued through intersections or major driveways. 06 Crosswalk lines, if used on both sides of the crosswalk, should extend across the full width of pavement or to the edge of the intersecting crosswalk to discourage diagonal walking between crosswalks (see Figures 3B-17 and 3B-19). IDOT has an electronic subscription service with automatic email updates on all changes to the BLRS Manual. On approaches to intersections, solid white lane line markings may be used to separate adjacent through lanes or adjacent mandatory turn lanes from each other. If used, the pattern of the raised pavement markers should simulate the pattern of the markings for which they substitute. 03 Retroreflective or internally illuminated raised pavement markers may be used in the roadway immediately adjacent to curbed approach ends of raised medians and curbs of islands, or on top of such curbs (see Section 3B.23). 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.