SECTION 84
TRAFFIC STRIPES AND PAVEMENT MARKINGS
596
Square Meter {Square Foot} Coverage
Per Liter {Gallon}
Paint Type
First Coat
Second Coat
Solvent Borne Paint 10 {360}
5 {150}
Water Borne Paint
6 {215}
6 {215}
Acetone-Based Paint 10 {360}
5 {150}
• The exact rate of paint to be applied will be determined by the Engineer. The
volume of paint applied shall be measured by stabbing the paint tank with a
calibrated rod. At the option of the Engineer, if the striping machine is provided
with paint gages, the volume of paint may be determined by using the gages.
• Unless otherwise directed by the Engineer, glass beads shall be uniformly
incorporated in all coats of paint concurrently with the application of the paint,
except that glass beads shall not be applied to black paint. Beads shall be
embedded in the coat of traffic paint being applied to a depth of one-half their
diameters.
• Glass beads shall be applied at an approximate rate of 0.6-kg {5 pounds} per
liter {gallon} of paint. The exact rate will be determined by the Engineer. The
amount of glass beads applied shall be measured by stabbing the glass bead tank
with a calibrated rod.
84-3.06 MEASUREMENT
• Painting traffic stripes will be measured by the meter {linear foot} along the
line of the traffic stripes, without deductions for gaps in broken traffic stripes. A
double traffic stripe, consisting of two 100-mm {4-inch} wide yellow stripes
separated by a 75-mm {3-inch} wide black stripe, will be measured as one traffic
stripe. Painted pavement markings will be measured by the square meter {square
foot} for the actual area painted.
84-3.07 PAYMENT
• The contract prices paid per meter {linear foot} for paint traffic stripe and per
square meter {square foot} for paint pavement marking, of the number of coats
designated in the Engineer's Estimate, shall include full compensation for
furnishing all labor, materials, tools, equipment and incidentals, and for doing all
the work involved in painting traffic stripes (regardless of the number, widths and
patterns of individual stripes involved in each traffic stripe) and pavement markings
including establishing alignment for stripes and layout work, complete in place, as
shown on the plans, as specified in these specifications and the special provisions,
and as directed by the Engineer.



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