Recessed Pavement Markers

Total Page:16

File Type:pdf, Size:1020Kb

Recessed Pavement Markers Recessed Pavement Markers - Snowplowable Pavement Markers - Raised Pavement Markers Question # 3 Question # 4 Question # 2 Question # 5 Do you use RPMs where snow plowing If no in question 3, do you have other Question # 1 Do you have any criteria you are using to If you are using snowplowable pavement State Responder activities are being performed during winter alternative(s) for nighttime or wet condition Comments Are you using RPMs in your State? identify certain routes for RPMs markers, how it performs? can you share any time? If yes, can you please share the specs retro-reflectivity? If yes, can you please share installation? If yes, can you please share it? details you may have for it? and Standard Drawings? the specs and Standard Drawings? Yes, just standard RPMs. (See Sections 705 and 882 of Specs) Links to both Standard Drawings and Specifications immediately following We place RPMs on all 11,000 centerline miles of our Alabama Kerry C. NeSmith Yes. Not applicable I Not applicable network regardless of road class or ADT https://alletting.dot.state.al.us/Docs/Standard_Drawings/2020% 20English/70500.pdf https://www.dot.state.al.us/conweb/pdf/Specifications/2018Sta ndardSpecificationsCompleteBook.pdf Yes, only standard RPMs are used. http://ardot.gov/roadway_design_division/usunits/update_1107 19/PM-1_06-01-17%20(11-07-19).pdf Arkansas Smith, Trinity D Yes Arkansas places RPMs on 80’ spacing on all highways No No http://ardot.gov/roadway_design_division/usunits/update_1107 19/PM-2_11-07-19.pdf http://ardot.gov/standard_spec/2014/Division%20700.pdf We have a striping guideline/flow chart that shows for snow We have a section in our Authorized Material List (AML) for Yes. Please see attached standard plan sheet RSP A20D and California Duper Tong Yes, in snow plowing areas plowing area, the striping needs to be recessed, and where the N/A “Retroreflective with Abrasion Resistant Surface (ARS)” that are section 81-3.03D for the Standard Specifications. striping are recessed, the RPMs are recessed as well. for recessed application only. Colorado requires that interstate skip lines be recessed wet- Colorado Charles E. Meyer NO reflective tape and that all durable longitudinal striping (epoxy) on all highways be inlaid to avoid plow damage. This is our specification for Raised Pavement marker installation. A. Install raised pavement markers as specified below: 1. Saw cut the pavement to match the bottom contour of the marker housing using a saw and blade suitable for the pavement Material being sawed. a. The depth of the cut slot must allow the housing to be set in epoxy, with leveling lugs resting o the pavement surface, so that the front edge of marker is at or below the surface of the Raised pavement markers should be installed along interstates, pavement. The RPM’s do an excellent job of providing nighttime wet Delaware Mogle, Nick We use Raised Pavement Markers. freeways, expressways, and principal arterials. b. Repair excessive saw cuts to the satisfaction of the Engineer. reflectivity. c. Only use the truck mounted saw cutting devices. Do not use walk behind or hand cutting saw devices. 2. When cutting is complete, clean the slot as recommended by the Manufacturer of the epoxy Material. 3. Install the epoxy and pavement marker in the prepared contour slot in the pavement per the Manufacturer's recommendations. Do not leave the prepared contour slot unfilled. We avoid using recessed RPMs in Idaho for similar concerns. Yes, but again infrequently No experience with snowplowable RPMs other than to recessed Nighttime wet retros are a concern for us too and have tried Idaho Ryan D. Lancaster, Infrequently No, RPM use is case by case and has been done by state forces. No No, we do not have specs or Standard Drawings for RPMs. RPMs. inlaid tape and MMA, but our experience with them were spotty. Yes, please reference the following links: We have found them to be effective in delineating at nighttime Standard specifications on installation, section 808.11, pages and during inclement weather. They do require a significant 902 & 903: amount of maintenance- we use HSIP funds (several million a https://www.in.gov/dot/div/contracts/standards/book/sep19/8 Yes, we use RPMs on freeways ramps/gore areas and to INDOT has begun using wet reflective markings on some year statewide) to do this through contracts. To date no serious 00-2020.pdf supplement freeway lane lines and center lines on two lane projects, but the agency does not have a standard specification crashes related to the metal castings being dislodged and Indiana Boruff Dave Yes highways with AADT > 5000. We are in the process of or drawing for it at this time. Due to limits on life of the west becoming airborne but we have had a few instances of property Material specs, section 921.02(d) pages 1097 & 1098: reassessing the AADT threshold- some of our districts use them reflective elements this may not be a good, long term substitute damage. It is for this reason that several years ago we tried https://www.in.gov/dot/div/contracts/standards/book/sep19/9 on lower volume segments. for RPMs center line rumble stripes on two lane highways without the 00-2020.pdf RPMs but found that RPMs are also needed. Standard drawings: https://www.in.gov/dot/div/contracts/standards/drawings/sep1 9/e/800e/e800%20combined%20pdfs/E808-MKRM.pdf Recessed Pavement Markers - Snowplowable Pavement Markers - Raised Pavement Markers Question # 3 Question # 4 Question # 2 Question # 5 Do you use RPMs where snow plowing If no in question 3, do you have other Question # 1 Do you have any criteria you are using to If you are using snowplowable pavement State Responder activities are being performed during winter alternative(s) for nighttime or wet condition Comments Are you using RPMs in your State? identify certain routes for RPMs markers, how it performs? can you share any time? If yes, can you please share the specs retro-reflectivity? If yes, can you please share installation? If yes, can you please share it? details you may have for it? and Standard Drawings? the specs and Standard Drawings? We are moving towards a wet recoverable marking, not wet reflective. Basically the larger beads in an epoxy Iowa TIMOTHY D CROUCH No type pavement marking, recessed in a groove. We don’t have the specifications finalized yet. (steel castings) were our standard until around 2008. At that time, installation/maintenance of pavement markers was suspended due to a few instances of significant failures (multiple castings coming out on relatively new projects). The Kentucky Transportation Center conducted research to (1) See discussion in Question examine the durability of steel castings and (2) to look for #1. Snowplowable raised pavement markers are no longer alternative pavement marker options to steel castings. The Yes. Our Special Note for Inlaid Pavement markers is attached. considered a standard delineation option for Kentucky. They research concluded (1) that steel castings were durable along Kentucky has a Pavement Marker system that identifies routes Also see section 712 of our specs at: We have piloted a few projects with wet retroreflective did not necessarily perform poorly on good pavements. Kentucky Wolfe, Jeff our roadway system if pavements were adequately maintained eligible for pavement markers. The list primarily includes major https://transportation.ky.gov/Construction/StdSpecsWSupplSpe markings, but no standard alternatives at this point in time. However, lenses appeared to be more durable in and (2) found an inlaid (recessed) marker that was a suitable multi-lane highways and highways with two-way left-turn lanes cs/2019%20Standard%20Spec%20with%20Supplemental%20Spe the recessed markers, and we decided it was best not to alternative. Over the subsequent years, castings c%20July%202019.pdf continue to place steel castings along the roadway as a standard and recessed markers were considered equal alternatives. Over practice. time, the recessed markers slowly became the preferred option for most of our districts. In fact, we just put out a policy memo that eliminated steel castings as a standard option, and their use will now require approval of the State Highway Engineer’s Office. We place them on every roadway for lane lines and center lines. We also place on edge line of curves that have been Louisiana Jody Colvin yes N/A identified as a safety concern, we place on edgelines of interstates with narrow or no shoulders. We had a few instances of the cast iron “shoe” for The recessed pavement markers do not have a very long life- the snowplowable marker causing pavement failure around it cycle due to a number of factors (poor installation, freeze-thaw and eventually coming up and turning into a projectile; more cycle, puddling of water and debris in groove, etc.). than once the cast iron went through a car windshield. So about MassDOT does not install raised pavement markers. Yes (see previous answer). The latest draft of our construction Our pavement section also does not like us cutting out a quarter Massachustes Jim Danila Yes. 15 years ago we banned the use of them on all roads. We were If pavement markers are used, they are recessed in a groove. standard is attached. inch of new pavement every time we install. Therefore, we have going to experiment with Trinity Highway’s begun experimenting with short sections of recessed all- plastic snowplowable marker, but Illinois DOT studied them and weather tape as an alternative. This is also shown in the their performance was very poor. You should be able to find attached standard. their report if you search their research website.
Recommended publications
  • GDOT Signing and Marking Design Guidelines
    Signing and Marking Design Guidelines 8/10/2021 Revision 6.1 Atlanta, GA 30308 This document was developed as part of the continuing effort to provide guidance within the Georgia Department of Transportation in fulfilling its mission to provide a safe, efficient, and sustainable transportation system through dedicated teamwork and responsible leadership supporting economic development, environmental sensitivity and improved quality of life. This document is not intended to establish policy within the Department, but to provide guidance in adhering to the policies of the Department. Your comments, suggestions, and ideas for improvements are welcomed. Please send comments to: State Design Policy Engineer Georgia Department of Transportation One Georgia Center 600 West Peachtree Street, N.W., 26th Floor Atlanta, Georgia 30308 DISCLAIMER The Georgia Department of Transportation maintains this printable document and is solely responsible for ensuring that it is equivalent to the approved Department guidelines. Signing and Marking Design Guidelines Revision History Revision Number Revision Date Revision Summary All - Revised and Combined Interstate and Limited Access 2.0 11/2008 Roadway Signing and Marking Design Guidelines and Non- Interstate Signing and Marking Design Guidelines 2.1 1/2011 All - Revised Figures Chapter 2 - Removed section 2.6 Detail Estimate Chapter 3 - Added Bicycle Warning and Share the Road Sign Guidance and Revised Figures Specified 36” for Warning Signs on State Routes Appendix A - Revised Legend and Figures 3.0 12/2013 All – Major Revision 3.1 10/2015 Section 2.4 - Changed General Notes location. Section 2.5 - Changed the Reflective Sheeting Section 3.1- Removed pavement marking plans Section 3.1.2 - Changed “or” to “and/or”.
    [Show full text]
  • PAVEMENT MARKERS (Rpms) from ROAD SURFACES
    GEORGIA DOT RESEARCH PROJECT 10-25 FINAL REPORT DEVELOPMENT OF A METHOD TO REMOVE RAISED- PAVEMENT MARKERS (RPMs) FROM ROAD SURFACES OFFICE OF RESEARCH 15 Kennedy Drive Forest Park, Ga 30297 TECHNICAL REPORT STANDARD TITLE PAGE 1.Report No.: FHWA- 2. Government Accession 3. Recipient's Catalog No.: N/A GA-12-1025 No.: N/A 4. Title and Subtitle: 5. Report Date: June 2012 Development of a Method to Remove Raised- Pavement Markers (RPMs) From Road Surfaces 6. Performing Organization Code: N/A 7. Author(s): Jonathan Holmes 8. Performing Organ. Report No.: 10-25 9. Performing Organization Name and Address: 10. Work Unit No.: N/A Georgia Tech Research Institute Georgia Institute of Technology 11. Contract or Grant No.: 0010280 School of Civil and Environmental Engineering Atlanta, GA 30332-0355 12. Sponsoring Agency Name and Address: 13. Type of Report and Period Covered: Georgia Department of Transportation Final; December 2010 – June 2012 Office of Research 14. Sponsoring Agency Code: N/A 15 Kennedy Drive Forest Park, GA 30297-2534 15. Supplementary Notes: Prepared in cooperation with the U.S. Department of Transportation, Federal Highway Administration. 16. Abstract: The Georgia Department of Transportation (GDOT) uses raised pavement markers (RPMs) widely on roads throughout the State to increase road safety. Each of the approximate 3 million RPMs in Georgia was placed manually. Unfortunately, RPMs do not last as long as the road surface meaning they need to be replaced several times throughout the life of a road. There is a strong desire to remove the RPMs prior to placing new ones.
    [Show full text]
  • Automated Roadway Pavement Marker Placement System
    Automated Roadway Pavement Marker Placement System Final Project Report August 2011 FHWA-HIF-11-048 Notice This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. This report does not constitute a standard, specification, or regulation. The U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers’ names appear in this report only because they are considered essential to the objective of the document. Trade names mentioned in this report are not intended as an endorsement of any machine, contractor, process, or product. Quality Assurance Statement The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. The FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. 1 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-HIF-11-048 4. Title and Subtitle 5. Report Date Automated Roadway Pavement Marker Placement System: Final Project August 2011 Report 6. Performing Organization Code 7. Authors 8. Performing Organization Report No. Carmine Dwyer 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) C6B Applied Research Associates, Inc. 100 Trade Centre Drive, Suite 200 11. Contract or Grant No. Champaign, IL 61820 DTFH61-08-G-00004 12. Sponsoring Agency Name and Address 13.
    [Show full text]
  • Markings on Highways and on Private Roads Open to Public Travel Have Important Functions in Providing Guidance and Information for the Road User
    DE MUTCD Page 3A-1 CHAPTER 3A. GENERAL Section 3A.01 Functions and Limitations Support: 01 Markings on highways and on private roads open to public travel have important functions in providing guidance and information for the road user. Major marking types include pavement and curb markings, delineators, colored pavements, channelizing devices, and islands. In some cases, markings are used to supplement other traffic control devices such as signs, signals, and other markings. In other instances, markings are used alone to effectively convey regulations, guidance, or warnings in ways not obtainable by the use of other devices. 02 Markings have limitations. Visibility of the markings can be limited by snow, debris, and water on or adjacent to the markings. Marking durability is affected by material characteristics, traffic volumes, weather, and location. However, under most highway conditions, markings provide important information while allowing minimal diversion of attention from the roadway. Section 3A.02 Standardization of Application Standard: 01 Each standard marking shall be used only to convey the meaning prescribed for that marking in this Manual. When used for applications not described in this Manual, markings shall conform in all respects to the principles and standards set forth in this Manual. Guidance: 02 Before any new highway, private road open to public travel (see definition in Section 1A.13), paved detour, or temporary route is opened to public travel, all necessary markings should be in place. Standard: 03 Markings that must be visible at night shall be retroreflective unless ambient illumination assures that the markings are adequately visible. All markings on Interstate highways shall be retroreflective.
    [Show full text]
  • Research on Raised Pavement Markers
    56 TRANSPORTATION RESEARCH RECORD 1230 Research on Raised Pavement Markers JOHN T. TIELKING AND JAMES S. NOEL The results of a study directed toward increasing the retention markers are usually found by the roadside, intact and with a time of raised pavement markers on asphalt concrete pavement "divot" of pavement attached to the base. They can become are described. Retention time is believed to be largely limited by a road hazard. A displaced marker thrown through a wind­ fatigue strength of the pavement surface. The kinematics of a tire shield by a mower resulted in a lawsuit in a Texas highway striking a raised pavement marker were studied by high-speed photography to guide development of a laboratory apparatus that district. simulates pavement fatigue loading by a tire rolling over a marker. A distinct shape effect on retention has been observed (3). A laboratory investigation of the effect of adhesive type on fatigue On all pavements, round ceramic markers (traffic buttons) strength of asphalt pavement was made. It was found that bitu­ are retained much better than the square-base plastic markers. minous adhesive is distinctly superior to epoxy adhesive on new The retention problem is more serious on asphalt concrete asphalt surfaces. The distinction between bituminous and epoxy pavement (ACP) than on portland cement concrete (PCC) adhesive is less pronounced on stiffer (seasoned) pavements. An instrumented pavement marker to record the number of tire hits pavement. Surveys of square-base markers on ACP have found was also developed during the study. The circuitry is described, loss rates of up to 80 percent in 18 months.
    [Show full text]
  • Pavement Marking
    DE MUTCD Page 3A-1 CHAPTER 3A. GENERAL Section 3A.01 Functions and Limitations Support: 01 Markings on highways and on private roads open to public travel have important functions in providing guidance and information for the road user. Major marking types include pavement and curb markings, delineators, colored pavements, channelizing devices, and islands. In some cases, markings are used to supplement other traffic control devices such as signs, signals, and other markings. In other instances, markings are used alone to effectively convey regulations, guidance, or warnings in ways not obtainable by the use of other devices. 02 Markings have limitations. Visibility of the markings can be limited by snow, debris, and water on or adjacent to the markings. Marking durability is affected by material characteristics, traffic volumes, weather, and location. However, under most highway conditions, markings provide important information while allowing minimal diversion of attention from the roadway. Section 3A.02 Standardization of Application Standard: 01 Each standard marking shall be used only to convey the meaning prescribed for that marking in this Manual. When used for applications not described in this Manual, markings shall conform in all respects to the principles and standards set forth in this Manual. Guidance: 02 Before any new highway, private road open to public travel (see definition in Section 1A.13), paved detour, or temporary route is opened to public travel, all necessary markings should be in place. Standard: 03 Markings that must be visible at night shall be retroreflective unless ambient illumination assures that the markings are adequately visible. All markings on Interstate highways shall be retroreflective.
    [Show full text]
  • May 21, 2019 SPECIFICATIONS Pavement Restriping Macon-Bibb
    DATE: May 21, 2019 SPECIFICATIONS Pavement Restriping Macon-Bibb County NUMBER TITLE PAGES Division 1 - General Requirements 01005 Statement of Work 01005-1 thru 01005-2 Technical Specifications 652 Painting Traffic Stripe 1-4 653 Thermoplastic Traffic Stripe 1-9 654 Raised Pavement Markers 1-3 656 Marking Removal 1-2 868 Bituminous Adhesive for Raised Pavement Markers 1-4 870 Paint 1-15 886 Epoxy Resin Additives 1-3 919 Raised Pavement Markers 1-3 <<<<< END OF INDEX >>>>> 01005 - STATEMENT OF WORK PART 1 - GENERAL 1.01 STATEMENT OF WORK: This is a general overview of the project. Follow details shown by the specifications and drawings, interpreted in accordance with contract clauses. A. Accomplish Work at locations shown in Attachment A. This describes the road segments and provides some detail on number of lanes and other features that will alert the contractor to features which will require work. The contractor must investigate the road segments on his own and determine the quantity of striping required for each road segment. B. Omitted C. Provide all labor, material, plant, equipment, supplies, and coordination required to restripe various roads in Macon-Bibb County. The contractor shall also repaint existing crosswalks, turn arrows and words, stop bars, railroad markings and other miscellaneous features. The contractor shall use thermoplastic or a combination of paint and thermoplastic as described in the technical specifications. The contractor shall also install raised pavement markings on those segments indicated in Attachment A. D. General Congestion: 1. Work area is restricted to the area shown. Congestion will vary from road to road.
    [Show full text]
  • 12 Raised Markers Raised Pavement Markers
    DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conver- DATE: 9/25/2018 8:02:41 PM sion of this standard to other formats or for incorrect results or damages resulting from its use. FILE: pw:\\txdot.projectwiseonline.com:TxDOT3\Documents\10 - TYL\Design Projects\069702039\4 - Design\Plan Set\8. Traffic\Standards\PM(2)-12 1"-4" 4" EDGELINEORCENTERLINE FOR FOURLANETWO-WAYHIGHWAYS 4" 4" CENTERLINE &LANELINES DETAIL "A" 12"+ 1" Type II-A-A Type II-A-A 3‚" +ƒ" 2 to3" CENTERLINE FORALLTWOLANEROADWAYS 80' Type II-A-A 10' OR OPTIONAL 6"EDGE LINEORCENTERLINE 6" 18"+ 1" DETAIL "B" 2 to3" Type I-C 40' 5•"+ •" NOTE: with aposted speedlimit of45MPH orless. Profile markings shallnotbeplacedonroadways 80' REFLECTORIZED PROFILE A quickfieldcheckforthethickness ofbase USING REFLECTIVEPROFILEPAVEMENTMARKINGS SEE DETAIL"A" equal toastackof5quarters maximum line andprofilemarkingisapproximately 1"-4" 4" 4" 1"-4" 4" be placedon80-footcenters. face towardnormaltraffic,shall Raised pavementmarkerTypeI-C,clear PATTERN DETAIL CENTER OREDGELINE 40' height of7quarters. 3-4" Type II-A-A Type II-A-A 4" 4" REFLECTIVE RAISEDPAVEMENTMARKERS FOR VEHICLEPOSITIONINGGUIDANCE 30' DETAIL "C" SEE DETAIL"C" SEE DETAIL"B" 40' 300 to500mil in height 1"-2" 1"-2" 4" 4" LANELINE CENTERLINE ANDLANELINESFORTWO-WAYLEFTTURN 2 to3" LANE LINESFORONE-WAYROADWAY(NON-FREEWAYFACILITIES) Continuous two-wayleftturnlane BROKEN LANELINE 3‚"+ ƒ" 12"+ 1" OR toward normaltrafficandredfacewrong-waytraffic. Raised pavementmarkersTypeII-C-Rshallhaveclearface Type I-CorII-C-R Type I-CorII-C-R Centerline OPTIONAL 6"LANE LINE 6" Type I-C 40' 2 to3" 5•"+ •" 40' Symmetrical aroundcenterline GENERAL NOTES 2.
    [Show full text]
  • Markings Technical Committee Recommendations Approved by NCUTCD Council June 21, 2008 Yellow Highlight Indicates Recommended Changes to the NPA
    ATTACHMENT 4b PART 3. MARKINGS CHAPTER 3B. PAVEMENT AND CURB MARKINGS Markings Technical Committee Recommendations Approved by NCUTCD Council June 21, 2008 Yellow highlight indicates recommended changes to the NPA. Section 3B.01 Yellow Centerline Center Line Pavement Markings and 3B.01 Warrants Approved by NC with Standard: revisions to Centerline Center line pavement markings, when used, shall be the pavement NPA. markings used to delineate the separation of traffic lanes that have opposite Approved directions of travel on a roadway and shall be yellow. revision Option: highlighted in Centerline Center line pavement markings may be placed at a location that is not yellow. the geometric center of the roadway. On roadways without continuous centerline center line pavement markings, short sections may be marked with centerline center line pavement markings to control the position of traffic at specific locations, such as around curves, over hills, on approaches to highway-railroad grade crossings, at highway-railroad grade crossings, and at bridges. Standard: The centerline center line markings on two-lane, two-way roadways shall be one of the following as shown in Figure 3B-1: A. Two-direction passing zone markings consisting of a normal broken yellow line where crossing the centerline center line markings for passing with care is permitted for traffic traveling in either direction; Editorial B. One-direction no-passing zone markings consisting of a double yellow line of which one is a normal broken yellow line and the other is a normal solid yellow line where crossing the centerline 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; and or edited to increase accuracy C.
    [Show full text]
  • RAISED PAVEMENT MARKERS Overview
    HPS-TCP C1 ROLL APPLICATION GUIDE RAISED PAVEMENT MARKERS Overview This procedure outlines the recommended steps for the installation of the Stimsonite Model C80 & 980 Raised Pavement Markers with EF Bituminous Marker Adhesive. Storage: Keep materials in dry, protected areas. For maximum results, keep out of direct sunlight. PPE: The following PPE equipment is recommended during the different stages of application. Operators must fully understand the SDS’ (available from www.ennisflintapac.com) prior to works beginning. Safety Precautions: EF Bituminous Marker Adhesive in its packaged state is not a hazardous material. However, at operating temperature, it is potentially a hazardous product. Applicators and crew must review and understand SDS’ for all products being used prior to application. EQUIPMENT Surface prep & layout Installation • Stiff broom • Appropriate PPE • Blower • Compliant Glue Heater • Measuring tape • EF Spot Marker General Requirements: EF Bituminous Marker Adhesive can be applied on stable, well compacted asphalt or non-bituminous concrete surfaces, such as Portland cement concrete. New substrates should be allowed to age harden or cure for minimum 28 days before installation. The pavement surface must be clean, dry and have had no rainfall for 24hrs prior to installation. Use a wire brush, if necessary, to loosen and remove dirt. Brush or blow clean the location where the marker is to be placed. Pavement surface must be completely free of dirt, debris, moisture, curing compounds and other contaminants that can affect adhesion. Chemical contaminants such as vehicle fluids must be completely removed well in advance using a degreasing solution and power washer, ensuring all residues are removed.
    [Show full text]
  • CHAPTER 6 CONSTRUCTION English Revised
    TDOT ROADWAY DESIGN GUIDELINES CHAPTER 6 CONSTRUCTION English Revised: CHAPTER 6 CONSTRUCTION TDOT ROADWAY DESIGN GUIDELINES CHAPTER 6 CONSTRUCTION English Revised: CHAPTER 6 - CONSTRUCTION Table of Contents INTRODUCTION ....................................................................................................................... 1 CHAPTER 6 – CONSTRUCTION .............................................................................................. 3 SECTION 1 – PREPARING CONSTRUCTION PLANS ............................................................. 3 6-100.00 GENERAL NOTES ON PLANS ........................................................................... 3 6-101.00 SPECIAL NOTES ON PLANS ............................................................................. 3 6-102.00 REVIEW OF PAVEMENT DESIGN ..................................................................... 4 6-103.00 CHECKING DRAINAGE PLANS PRIOR TO CONSTRUCTION .......................... 4 SECTION 2 – PAVEMENT MARKINGS ..................................................................................... 5 6-200.00 PAVEMENT MARKING GUIDELINES ................................................................ 5 6-201.00 TEMPORARY PAVEMENT MARKINGS ............................................................. 5 6-201.01 TEMPORARY PAVEMENT MARKING FOR USE ON PAVEMENT SURFACE OTHER THAN FINAL ........................................................... 6 6-202.00 PERMANENT PAVEMENT MARKINGS ............................................................. 9 6-203.00 RAISED
    [Show full text]
  • Part 3 Markings
    Including Errata No. 1 dated June 14, 2001 December 2000 Page TC3-1 PART 3. MARKINGS TABLE OF CONTENTS Page CHAPTER 3A. GENERAL . Dec. 2000 Section 3A.01 Functions and Limitations...................................................................3A-1 Section 3A.02 Standardization of Application............................................................3A-1 Section 3A.03 Materials..............................................................................................3A-2 Section 3A.04 Colors ..................................................................................................3A-2 Section 3A.05 Colors of Longitudinal Pavement Markings.......................................3A-3 Section 3A.06 Widths and Patterns of Longitudinal Pavement Markings .................3A-3 CHAPTER 3B. PAVEMENT AND CURB MARKINGS . Dec. 2000 Section 3B.01 Yellow Centerline and Left Edge Line Pavement Markings and Warrants...............................................................................................3B-1 Section 3B.02 No-Passing Zone Pavement Markings and Warrants..........................3B-6 Section 3B.03 Other Yellow Longitudinal Pavement Markings...............................3B-11 Section 3B.04 White Lane Line and Right Edge Line Pavement Markings and Warrants ......................................................................................3B-14 Section 3B.05 Other White Longitudinal Pavement Markings ................................3B-15 Section 3B.06 Edge Line Pavement Markings .........................................................3B-19
    [Show full text]