DESCRIPTION
635.01.01 General. This work consists of furnishing, locating, placing, maintaining, and removing temporary
pavement striping tape. MATERIALS
635.02.01 General. The use of Type 1 tape is mandatory, unless Type 2 tape is approved for use on areas
appropriate for its use. Temporary striping tape shall be yellow or white as required. Type 1 tape shall conform to ASTM D4592, Type I. Type 1 tape is more readily removable from the surface and is recommended for use on surfaces which are not designated to be covered or removed, and on temporary areas where traffic patterns are to be altered. Type 2 tape shall conform to ASTM D4592, T ype II. Type 2 tape is much more difficult to remove from the surface and is recommended for use on surfaces which are to be covered or removed in which case removal of the tape will not usually be required. Use temporary striping tape listed in the QPL. CONSTRUCTION
635.03.01 General. Temporary striping tape used on interstate and full control of access freeways shall
be 100 mm (4 in.) wide for edge and lane lines, 200 mm (8 in.) wide for ramp gore lines, and 300 mm (12 in.) wide for stop bars and cross walks. Temporary striping tape used on other roads shall be 100 mm (4 in.) wide, except stop bars and cross walks shall be 300 mm (12 in.) wide. Place railroad markings according to the Standard Plans. The tape pattern for a broken line shall consist of a 3 m (10 ft) stripe and a 9 m (30 ft) gap. Temporary Striping Tape (Pilot Line) shall be 100 mm (4 in.) by 300 mm (12 in.) sections and shall be placed on traffic lane lines at 12 m (40 ft) intervals with the longer side parallel to traffic. Provide tape color and configurations according to the plans and the MUTCD. Place temporary striping tape before end of a working day and/or before allowing public traffic on the surface. Apply to surface which is dry, free of oils, grease, dust, and dirt. Tamp the tape down immediately after application in order to obtain a proper bond. Satisfactorily remove tape when required. Completely remove tape in such a manner that no residue or any other trace of the tape may be misconstrued by a driver to be a traffic marking under any condition of daylight, darkness, or wetness of the pavement. Portions of the temporary striping tape may have to be replaced during the life of the contract. The locations and extent of these replacements will be determined. No additional compensation will be made for replacing tape. METHOD OF MEASUREMENT
635.04.01 Measurement. Temporary striping tape will be measured by the linear meter (linear foot), including
gaps, or by the square meter (square foot). BASIS OF PAYMENT
635.05.01 Pa yment. The accepted quantities, measured as provided above, will be paid for at the contract
price per unit of measurement for the pay items listed below that are shown in the proposal. Payment will be full compensation for the work prescribed in this Sect ion. Payment will be made under: Pay Item Pay Unit Temporary Striping Tape (type) ................................ ........................................................................................ Linear Meter (Linear Foot) Temporary Striping Tape (Varies) ................................ ................................................................................. Square Meter (Square Foot) SECTION 636 TEMPORARY PAINTED PAVEMENT MARKING DESCRIPTION
636.01.01 General. This work consists of the application of temporary pavement striping paint and traffic
beads. MATERIALS
636.02.01 General. Material shall conform to the following Sections:
Traffic Paint ................................ ............................................................................................................................................ Section 729 Traffic Beads .......................................................................................................................................................................... Section 730 Use epoxy traffic paint materials for temporary painted striping placed on surfaces to receive permanent epoxy striping. Use waterborne traffic paint materials for temporary painted striping placed on surfaces to receive permanent waterborne striping. Use polyurea traffic paint materials for temporary painted striping placed on surfaces to receive permanent polyurea striping. CONSTRUCTION
636.03.01 General. The finished surface of each course of dense- graded plantmix surface shall be painted
prior to placing public traffic thereon. The pattern for this painting shall closely parallel the pattern shown in the plans for the permanent striping, the requirements of the Special Provisions, or the patt ern shown for traffic control. Properly locate painted traffic lines. Temporary painted pavement markings placed on interstate and full control of access freeways shall be 100 mm (4 in.) wide for edge and lane lines, 200 mm (8 in.) wide for ramp gore lines, and 300 mm (12 in.) wide for stop bars and cross walks. Temporary painted pavement markings used on other roads shall be 100 mm (4 in.) wide, except stop bars and cross walks shall be 300 mm (12 in.) wide. Place railroad markings according to the Standard Plans. The paint pattern for a broken line shall consist of a 3 m (10 ft) stripe and a 9 m (30 ft) gap. Provide paint color and configurations according to the plans and t he MUTCD. If directed to repaint due to normal wear, said work will be measured for payment according to Subsection
636.04.01 Should repainting be required for any purpose other than normal wear as determined by the Engineer,
no additional compensation w ill be allowed for costs. Apply paint to an approved clean and dry surface. Apply by a single application with a machine capable of dispensing beads immediately after paint is applied. Do not use a thinner unless otherwise approved. Apply paint when the ambient air temperature is above 7 ° C (45 ° F). Paint may be applied when the ambient air temperature is below 7 ° C (45 ° F), but above 0 °C (32 ° F), provided the road surface is free of any possible sources of moisture or condensation during application. Use traffic cones or other approved means to protect the pavement striping from public traffic until dry. Do not heat the paint above 63 ° C (145 °F) to reduce drying time. Except for application on open- graded surfaces , apply paint at a rate to produce a m inimum film thickness of 200 μm (8 mils) when dry. Dry film thickness will be determined according to Test Method No. Nev. T510. Apply glass beads at the rate of 720 g/L (6 lb/gal) of paint. Use Type II beads for epoxy or polyurea.