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Section 48 – Traffic Stripes and Pavement Markings

New traffic striping of the roadway centerline shall be installed on each segment of roadway

construction on the same day that the final lift of asphalt concrete pavement is placed on that

New traffic striping of lane lines, crosswalks, and stop bars (skip white and solid white) shall be

installed on each segment of roadway construction within one Calendar Day of the final lift of

asphalt concrete pavement placed on that roadway segment.

If application of lane line striping, crosswalks, and/or stop bars is not completed on the required

day, the Contractor shall supply and install temporary pavement markings as detailed below:

Temporary pavement markings shall be flush mounted reflectorized tape squares, four inch

by four inch (4” x 4”) 3M “Staymark” with backing liners, detour grade, #6350 yellow and

#6351 white, or approved equal. Right turn barrier lines, edge lines, and shoulder lane lines

shall not be delineated with temporary pavement markings. The spacing of the temporary

pavement markings shall be as follows:

Centerline (straight roadway portions)

Centerline (tapered or curving portions)

The Contractor shall remove the temporary pavement markings prior to the installation of

All other required new striping (e.g. bicycle lane stripes, edge lines, pavement markings, etc.,

not listed above) shall be installed on each roadway segment within two (2) Working Days of the

day the final lift of asphalt concrete pavement is placed on that roadway segment.

48-6 MEASUREMENT AND PAYMENT

Thermoplastic traffic stripes will be measured by the linear foot along the line of the traffic

stripes, without deductions for gaps in broken traffic stripes. Unless otherwise indicated in the

Contract, measurement of thermoplastic traffic stripes shall not include the supply and installation of

reflective pavement markers.

If the Contract includes a separate pay item for two-direction, no passing zone striping, as

depicted in Details 15, 16, 18, 19, 21 or 22 of State Standard Plan A20A, both stripes of the double

traffic stripe are measured together by the linear foot such that one foot of measurement for

payment shall include two stripes each one foot long. If the Contract does not have a separate pay

item for two-direction, no passing zone striping, each stripe of a double traffic stripe shall be

measured separately.

If the Contract includes a separate pay item for median island and/or two-way left turn striping

as depicted in Details 28, 29, 31 or 32 of State Plan A20B, each stripe of the quadruple traffic

striping shall be measured by the linear foot. If the Contract does not have a separate pay item for

median island and/or two-way left turn striping, each stripe of a quadruple traffic stripe shall be

measured separately.

If the Contract includes a separate pay item for channelizing striping, as depicted in Details 38

or 38A of State Standard Plan A20D an eight-inch (8”) wide stripe shall be measured by the linear

foot. If the Contract does not include a separate pay item for channelizing striping, each linear foot

of eight-inch (8”) wide striping installed shall be measured as two feet (2’) of traffic striping.