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Pages 110-129

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From page 110...
... C-1 A P P E N D I X C State Pavement Marking Removal Specifications STATE REMOVAL SPECIFICATION Alabama http://www.dot.state.al.us/conweb/doc/Specifications/2008%20Standard%20Specifications%20for%20 Highway%20Construction.pdf 6.
From page 111...
... C-2 Arizona http://www.azdot.gov/Highways/ConstGrp/Contractors/PDF/2000_Standard_Spec/Sec701_737.pdf 701-3.06 Obliteration of Existing Pavement Markings: Pavement marking obliteration shall be accomplished by the contractor as indicated on the plans or as directed by the Engineer. Pavement markings shall be removed to the fullest extent possible from the pavement by any method that does not materially damage the surface, color, or texture of the usable pavement.
From page 112...
... C-3 Colorado http://www.coloradodot.info/business/designsupport/construction-specifications/2005-constructionspecs/2005book/sec201-307.pdf/view 202.05 Pavement Markings. Pavement markings shall be removed from the pavement to the maximum extent possible, by methods that do not materially alter or damage the surface or texture of the pavement, to the satisfaction of the Engineer.
From page 113...
... C-4 Delaware http://www.deldot.gov/information/pubs_forms/manuals/standard_specifications/pdf/division_700.pdf http://deldot.gov/information/pubs_forms/manuals/standard_specifications/pdf/supplemental/supplementa l_specifications_2006-05-15.pdf Subsection 748.09 Application.
From page 114...
... C-5 Georgia http://www.dot.state.ga.us/doingbusiness/TheSource/specs/ss656.pdf 656.3.05 Construction: Remove pavement markings before changing the traffic pattern. This Specification does not relieve the Contractor of the responsibilities in Section 150 or Subsection 107.07.
From page 115...
... C-6 Indiana http://www.in.gov/indot/files/HAChapter_11.pdf Pavement markings which conflict with revised traffic patterns and confuse motorists should be removed before or immediately after the change in traffic patterns is made. Pavement markings may be removed by sandblasting, waterblasting, grinding, or other approved mechanical methods.
From page 116...
... C-7 Kansas http://www.ksdot.org/burConsMain/specprov/2007/DIVISION-800.pdf 808.3 CONSTRUCTION REQUIREMENTS a. Removal of Existing Stripes and Symbols.
From page 117...
... C-8 Maine http://www.state.me.us/mdot/contractor-consultant-information/ss_division_600.pdf 627.08 Removing Lines and Markings. When it is necessary to remove pavement lines and markings, it shall be done by grinding, high temperature flame, sand blasting, solvent or other acceptable means.
From page 118...
... C-9 Massachusetts http://www.mhd.state.ma.us/downloads/manuals/1995Mspecs.pdf 850.48 Pavement Marking Removal. Pavement marking removal methods shall not cause damage to the pavement or cause drastic change in texture, which could be construed as delineation at night, and shall be approved by the Engineer.
From page 119...
... C-10 Minnesota http://www.dot.state.mn.us/pre-letting/spec/2005/2021-2360.pdf 2102.1 DESCRIPTION This work shall consist of the removal of pavement markings that conflict with revised traffic patterns. The markings will usually be in the form of 100 mm (4 inches)
From page 120...
... C-11 Missouri http://epg.modot.org/index.php? title=620.1_General_%28MUTCD_Chapter_3A%29 620.1.13 Obliteration of Pavement Markings This work consists of removing all existing or temporary pavement marking which is conflicting or might mislead traffic.
From page 121...
... C-12 Nevada http://www.nevadadot.com/business/contractor/standards/documents/2001StandardSpecifications.pdf Remove painted traffic lines on surfaces to remain after the project's completion by hydroblasting. Perform removals on all other surfaces by approved methods.
From page 122...
... C-13 New Mexico http://www.nmshtd.state.nm.us/upload/images/Contracts_Unit/2007_Specs_for_Highway_and_Bridge_Co nstruction.pdf 721.1 DESCRIPTION This Work consists of removing existing pavement stripes and markings. 721.3 CONSTRUCTION REQUIREMENTS Use Equipment that is capable of completely removing pavement stripes 1/4 in ± 1/8 in deep and at least twice the width of the stripe.
From page 123...
... C-14 New York Cont. https://www.nysdot.gov/main/business-center/engineering/specifications/english-spec-repository/especenglish-cd.pdf 635-3.04 Cleaning Existing Pavement Markings.
From page 124...
... C-15 North Dakota http://www.dot.nd.gov/divisions/environmental/docs/Vol%201_102002.pdf S Pavement Marking Removal.
From page 125...
... C-16 Oklahoma http://www.okladot.state.ok.us/c_manuals/specbook/2009specbook.pdf D Removal If detour or permanent pavement markings conflict with the permanent pavement markings of the next traffic control phase, remove as approved by the Resident Engineer before switching traffic.
From page 126...
... C-17 Rhode Island http://www.dot.state.ri.us/documents/engineering/BlueBook/CD-Bluebook.pdf 1. Grinding.
From page 127...
... C-18 South Dakota http://www.sddot.com/operations/docs/specbook04/634.pdf D Removal of Pavement Markings: Pavement markings to be removed shall be designated by the Engineer.
From page 128...
... C-19 Utah www.udot.utah.gov/main/uconowner.gf?
From page 129...
... C-20 Washington http://www.wsdot.wa.gov/publications/manuals/fulltext/M41-10/Division8.pdf 8-22.3(6) Removal of Pavement Markings Pavement markings to be removed shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement.

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