Where greater restriction is required, solid lane lines or channelizing lines should be extended into or continued through intersections or major driveways. To receive updates related to the Highway Standards through the free subscription service, click on the link below and send the blank email that pops up. Standard: An additional arrow or arrows may be used in a turn lane. Guidance: 0 03 If advance speed hump markings are used, they shall be a series of eight white 12-inch transverse lines that become longer and are spaced closer together as the vehicle approaches the speed hump or other deflection. Option: endstream endobj 6 0 obj <> endobj 7 0 obj <> endobj 8 0 obj <>/Font<>/ProcSet[/PDF/Text]>>/Rotate 0/Type/Page>> endobj 9 0 obj <>stream 19 A blue background with white border may supplement the wheelchair symbol as shown in Figure 3B-22. All dimensions are in inches (millimeters)unless otherwise shown. 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. When drivers yield or stop too close to crosswalks that cross uncontrolled multi-lane approaches, they place pedestrians at risk by blocking other drivers' views of pedestrians and by blocking pedestrians' views of vehicles approaching in the other lanes. This 2022 report provides technical guidance on methods for maintaining pavement marking retroreflectivity in accordance with the MUTCD. Option: 0 Office of Pavement Engineering; Pipe-Backfill Calculation Software (MS Excel File) Option: Curb markings are most often used to indicate parking regulations or to delineate the curb. At the ends of aisles in parking lots, the word STOP shall not be used on the pavement unless accompanied by a stop line. 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. These certificates must be submitted along with the contractor's original BC 57 Affidavit of Availability. Pavement Marking Plans for MnDOT projects follow a general style and format. Phone # E-Mail. 08 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 Figure 3B-9). The use of retroreflective or internally illuminated raised pavement markers for supplementing longitudinal line markings should comply with the following: Raised pavement markers should not supplement right-hand edge lines 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 is close enough to avoid misinterpretation as a broken line during wet night conditions. Rural arterials and collectors with a traveled way of 20 feet or more in width and an ADT of 3,000 vehicles per day or greater. 93 0 obj <>stream These markings might be placed in advance of an unexpectedly severe horizontal or vertical curve or other roadway feature where drivers need to decelerate prior to reaching the feature and where the desired reduction in speeds has not been achieved by the installation of warning signs and/or other traffic control devices. 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. Where the distance between successive no-passing zones is less than 400 feet, no-passing markings should connect the zones. 10 Section 11-307 of the "Uniform Vehicle Code (UVC)" contains further information regarding required road user behavior in no-passing zones. Navigate to Local Roads & Streets Special Provisions to view a complete listing of updates to the current Local Roads & Streets Manual. 03 If raised pavement markers are used to substitute for broken line markings, a group of three to five markers equally spaced at a distance no greater than N/8 (see Section 3B.11) shall be used. Visit theMUTCD websitefor additional information on this and other changes to the MUTCD. Figure 3B-8 Examples of Dotted Line and Channelizing Line Applications for Exit Ramp Markings. 05 The chevrons and diagonal lines used for crosshatch markings should be at least 12 inches wide for roadways having a posted or statutory speed limit of 45 mph or greater, and at least 8 inches wide for roadways having posted or statutory speed limit of less than 45 mph. Advisory signs may be used in conjunction with these markings. Guidance: Support: 27 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 Figure 2B-17. 01 Pavement markings shall be used to guide traffic away from fixed obstructions within a paved roadway. If diagonal or longitudinal lines are used without transverse lines to mark a crosswalk, the crosswalk should be not less than 6 feet wide. The majority of the changes are in Section 3A.03. These pavement markings can be helpful to road users in some locations by supplementing signs and providing additional emphasis for important regulatory, warning, or guidance messages, because the markings do not require diversion of the road user's attention from the roadway surface. xref See, Pavement markings shall be used to guide traffic away from fixed obstructions within a paved roadway. If speed hump markings are used, they shall be a series of white markings placed on a speed hump to identify its location. (BC 57)" "105 Working Days" *** Do not import this pay item list into the IDOT electronic bidding system. Directional configurations should be used to maximize correct information and to minimize confusing information provided to the road user. Option: 04 Curb markings without word markings or signs may be used to convey a general prohibition by statute of parking within a specified distance of a stop sign, YIELD sign, driveway, fire hydrant, or crosswalk. %PDF-1.5 % Standard: On narrow, low-speed shared-use paths, the pavement words, symbols, and arrows may be smaller than suggested, but to the relative scale. Article 8.3.9 Advance Guide I-Pass or Pay Online with 15 MPH Signs (Illustrations AET-IT13 . 07 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 Figures 3B-8 and 3B-10 and Drawing A of Figure 3B-9). 35 Lane-reduction arrow markings may be used in long acceleration lanes based on engineering judgment. The project will improve and help maintain the road surface of the bridge. %%EOF 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). Yield (stop) lines and Yield Here To (Stop Here For) Pedestrians signs should not be used in advance of crosswalks that cross an approach to or departure from a roundabout. Figure 3B-23 Example of Elongated Letters for Word Pavement Markings, Figure 3B-24 Examples of Standard Arrows for Pavement Markings. 06 When raised pavement markers substitute for dotted lines, they shall be spaced at no greater than N/4, with not less than one raised pavement marker per dotted line segment. 01 Except as provided in Paragraph 2, pavement markings extended into or continued through an intersection or interchange area shall be the same color and at least the same width as the line markings they extend (see Figure 3B-13). Option: HKo$+x L/o^7|!^9W2dH^X^'?$#I-vXUwO?<.nwwx5a VwryE+m+k[Cwxgwe7{|sc]-hE"+ 05 Letters and numerals should be 6 feet or more in height. The designer should use them to make appropriate design considerations. A single solid yellow line shall not be used as a center line marking on a two-way roadway. Support: IDOTs Bureau of Design and Environment (BDE) issues the BDE Special Provisions four times a year. a =@9o`So`\A*e` 6e?qN4O+jP6 D@Z3H30yYa`b` u SEARCH THE DOT WEBSITE SEARCH OUR A-Z INDEX When supplementing dotted lane line markings, a spacing appropriate for the application should be used. 10 Where the curbs of the islands become parallel to the direction of traffic flow, it is not necessary to mark the curbs unless an engineering study indicates the need for this type of delineation. 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. 09 Except as provided in Paragraph 3 for low-speed urban roadways, the edge line markings shown in Figure 3B-14 should be installed from the location of the Lane Ends warning sign to beyond the beginning of the narrower roadway. 14 For three-lane roadways having a posted or statutory speed limit of 45 mph or greater, the lane transition taper length should be computed by the formula L = WS. multi-lane freeway pavement marking (2 sheets) district one typical pavement markings detour signing for closing state highways . 07 Yield lines (see Figure 3B-16) shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. For additional emphasis, retroreflective raised pavement markers may be spaced closer than described in, Figures 9-20 through 9-22 in the "Traffic Control Devices Handbook" (see. THE SOLID YELLOW PAVEMENT MARKINGS 2 SHOULD GENERALLY START OR END NEAR THE RADIUS POINT OF EACH STREET RETURN EXCEPT WHERE ONE OR BOTH ENDS WOULD INCLUDE STOP BARS. Navigate to Erosion and Sediment Control for more information in regards to methods to prevent soil and other pollutants from leaving the construction site. 08 Crosswalk lines should not be used indiscriminately. Each IDOT district may require additional documentation due to conditions specific to the District. 03 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. Standard: Company Name. 14 When diagonal or longitudinal lines are used to mark a crosswalk, the transverse crosswalk lines may be omitted. 04 For roadways having a posted or statutory speed limit of 45 mph or greater, the transition taper length for a lane-reduction transition should be computed by the formula L = WS. hb```"oFaB1d1.\ $ v6@21aypEs;;:@ ``m@AL 8iVCS ~ y 0000651564 00000 n Guidance: The drawing files below are the most current revisions. Option: The Coded Pay Items are updated seven times each year. For roadways where the posted or statutory speed limit is less than 45 mph, the formula L = WS. The design of the lines and gaps should avoid the wheel paths if possible, and the gap between the lines should not exceed 2.5 times the width of the diagonal or longitudinal lines. Guidance: Standard: 05 Signs should be used in conjunction with the two-way left turn markings (see Section 2B.24). Standard: Lane line markings should be discontinued one-quarter of the distance between the Lane Ends sign (see, Pavement markings at lane-reduction transitions supplement the standard signs. 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% . Continuously Reinforced Concrete Pavement. 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. The first word of the message should be nearest to the road user. Standard: 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). Other pavement markings in the channelizing island area shall be white. At least one raised marker every N shall be retroreflective or internally illuminated. 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. Figure 3B-25 Examples of Elongated Route Shields for Pavement Markings. 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. The channelizing lines and the optional chevron crosshatch markings at exit ramp and entrance ramp gores may be supplemented with white retroreflective or internally illuminated raised pavement markers (see Sections 3B.11 and 3B.13) for enhanced nighttime visibility. The Pavement Marking Typical Sample Plan below may be used as reference for designing a Pavement Marking Plan for a MnDOT project, although each MnDOT District may have slightly different formats developed. WE CAN HELP. Other markings, such as yellow delineators, yellow channelizing devices, yellow raised pavement markers, and white crosswalk pavement markings, may also be placed in the flush median area. 33 The ONLY word marking shall not be used in a lane that is shared by more than one movement. Stop lines should be used to indicate the point behind which vehicles are required to stop in compliance with a traffic control signal. Pavement Marking Selection, Installation and Inspection Manual Figure 3B-14 Examples of Applications of Lane-Reduction Transition Markings. Option: 09 Center line markings shall be placed on all paved urban arterials and collectors that have a traveled way of 20 feet or more in width and an ADT of 6,000 vehicles per day or greater. Center line markings shall be placed on all paved urban arterials and collectors that have a traveled way of 20 feet or more in width and an ADT of 6,000 vehicles per day or greater. Option: 03 On roadways without continuous center line pavement markings, short sections may be marked with center line pavement markings to control the position of traffic at specific locations, such as around curves, over hills, on approaches to grade crossings, at grade crossings, and at bridges. Current Date,Letting Date,Item-Contract,District,DBE Goal,VBP Goal,County,Major Work Category,Bulletin Description "04/26/2023","04/28/2023",005-62N62,1,19.00%,0.00% . The diagonal markings shall be yellow when used on the left-hand shoulders of the roadways of divided highways and on the left-hand shoulders of one-way streets or ramps. Please download the Excel files by clicking on the Excel Icon below (a "Read Me" file is included). Figure 3B-20 Example of Crosswalk Markings for Exclusive Pedestrian Phase That Permits Diagonal Crossing. Navigate to District Specific Standards to view specific drawings that pertain to IDOT districts. Among the word, symbol, and arrow markings that may be used are the following: Standard: 21. 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. 04 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. psvM{mtkOncmYgI|S5 ^lvc2. 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