100 general provisions
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- F. Transverse/Diagonal Lines.
- I. Parking Lot Stall Marking.
- 641.09 Two-Way Radio Communications.
- 641.10 Removal of Pavement Markings .
- 641.11 Deduction for Deficiency.
- 641.12 Method of Measurement.
- 641.13 Basis of Payment.
- ITEM 642 TRAFFIC PAINT 642.01 Description 642.02 Materials 642.03 Equipment 642.04 Application
- 642.03 Equipment .
- 20 Mil Thickness Line Width (inch) 4 6
- 0.51 mm Thickness Line Width (mm) 100 150
- 15 Mil Thickness Line Width (inch) 4 6
- 0.38 mm Thickness Line Width (mm) 100 150
- 642.05 Basis of Payment.
- ITEM 643 POLYESTER PAVEMENT MARKING 643.01 Description 643.02 Materials 643.03 Equipment 643.04 Application
- 643.03 Equipment .
- 643.05 Basis of Payment.
- ITEM 644 THERMOPLASTIC PAVEMENT MARKING
D. Channelizing Lines. Place channelizing lines as continuous 8-inch (200 mm) wide white stripes. E. Stop and Crosswalk Lines. Place stop lines as solid 24-inch (600 mm) wide white stripes. Place crosswalk lines as solid 12-inch (300 mm) wide white stripes. F. Transverse/Diagonal Lines. Place transverse/diagonal lines as solid 24-inch (600 mm) wide stripes, of the color specified, and at an angle to the direction of travel. G. Curb and Island Marking. Prepare exposed surfaces and curbs and paved islands according to 641.05. In addition, remove and dispose of all visible loose or foreign material, including vegetation, on and immediately contiguous to surfaces to be marked. H. Symbol Markings. Place all railroad, school, and handicap symbol markings using white markings. A railroad marking includes the 16-inch (400 mm) crossbuck, two 72-inch (1.8 m) “R”s, two 24-inch (600 mm) transverse lines, and a stop line. A school marking includes the word “SCHOOL” and two 16-inch (400 mm) transverse lines. I. Parking Lot Stall Marking. Place parking lot stall marking lines as continuous 4-inch (100 mm) wide white stripes. J. Lane Arrows. Place lane arrows using white markings. K. Words on Pavement. Place words on pavement using white markings. L. Dotted Lines. Place dotted lines using the width and color specified. The term long lines, when used in sections 642 through 647 includes edge lines, lane lines, center lines, and channelizing lines over 200 feet (60 m) long. The term auxiliary markings, when used in Items 642 through 647 includes channelizing lines 200 feet (60 m) or shorter, stop lines, crosswalk lines, transverse lines, diagonal lines, curb markings, island markings, symbol markings, parking lot stall markings, lane arrows, and dotted lines. 641.09 Two-Way Radio Communications. If two-way radio equipment is required, furnish and maintain radio equipment necessary for the voice communication between the striper and the inspector’s vehicle at all times during the pavement marking operation. Use equipment capable of transmitting and receiving normal voice communications to at least 4 miles (6 km). 641.10 Removal of Pavement Markings. If specified as a pay item, remove pavement markings. Remove the markings with small handheld grinders or scarifiers or other methods, with the approval of the Engineer. Take care during marking removal not to scar, discolor, or otherwise damage the pavement surface. Do not overpaint or use other methods of covering markings instead of removal. 641.11 Deduction for Deficiency. For traffic paint, polyester and epoxy, the Engineer will compute each day the amount of marking material (including all components) and glass beads applied for each route section on the DLS report for determining unsatisfactory sections. The Department will reduce the contract price for each route section in direct proportion to the percent of deficiency of marking material or glass beads as specified in 642.04, 643.04 and 646.05, up to 20 percent for each material deficiency. The Department will only use the greater deficiency of marking material or glass beads to compute the deduction. If the deficiency of marking material or glass beads is 20 percent or more, the Department will consider the work unsatisfactory. In addition, the Engineer will consider as unsatisfactory materials applied outside the temperature or application requirements in Items 642, 643 and 646 without written approval of the Engineer. Replace pavement markings and glass beads in all sections determined to be unsatisfactory by retracing over the unsatisfactory markings at the full thickness specified in Items 642, 643 and 646. 641.12 Method of Measurement. The Department will measure pavement markings complete in place in the units designated. The Department will measure line quantities as the length of completed marking, including the gaps, intersections, and other sections of pavement not normally marked. The Department will measure the removal of pavement markings in the units designated. 641.13 Basis of Payment. The Department will pay for accepted quantities of work performed under Items 642, 643, 644, 645, 646, and 647. The Department will not pay for costs associated with correcting improperly located lines, replacing reflectors coated with pavement marking material, or replacing unsatisfactory pavement markings. The Department will not pay for lines placed using non-specification materials. The Department will not pay for non-specification lines determined through field measurement. The Department will pay for Two-Way Radio Equipment at the lump sum bid price.
Traffic Paint 740.02 Glass Beads, Type A 740.09
Do not apply paints that have exceeded the manufacturer’s shelf life. Do not use glass beads that are wet. 642.03 Equipment. Use equipment capable of applying the traffic paint as recommended by the manufacturer and applying glass beads at the time of line placement. Furnish a calibrated measuring device acceptable to the Engineer to measure the traffic paint in the striper tanks. Equip all striping equipment for center line, lane line and edge line markings with a computerized Data Logging System (DLS) conforming to 641.04 when the length of marking exceeds 0.5 miles (0.8 km) of continuous line equivalent. Furnish written documentation to the Engineer for the equipment’s operational capabilities from the equipment manufacturer.
If any project safety requirements require application below 50 °F (10 °C), obtain approval from the Engineer and apply only pre-qualified alkyd type materials. Apply paint and block from traffic tracking per alkyd paint manufacturer’s recommendations. Keep the paint thoroughly mixed during application. Apply 20 mil (0.51 mm) thick traffic paint Type 1 at the following rates:
Apply 15 mil (0.38 mm) thick traffic paint Type 2 at the following rates:
Increase the first application of traffic paint Type 2 on new asphalt pavement surfaces by 25 percent over the specified rate. Do not dilute the paint. However, the Contractor may add spent traffic paint solvents, generated during performance of this work, to virgin traffic paint. If adding spent solvents, add them in a maximum ratio of 1:50 of spent solvents to virgin paint. Ensure that the maximum concentration of spent solvents in the striping equipment tanks is maximum 2 percent. Add spent solvents during the loading of the striping equipment. Apply glass beads to the wet paint so that the beads are embedded and retained in the paint and provide uniform retroreflectivity in the paint surface. Apply glass beads at a minimum rate of 15 pounds per 100 square feet (7.3 kg per 10 m2) of traffic paint Type 1. Apply glass beads at a minimum rate of 7.5 pounds per 100 square feet (3.7 kg per 10 m2) of traffic paint Type 2. Ensure that the temperature of fast dry paint at the discharge point is within the range recommended by the paint manufacturer. Replace unsatisfactory markings as per 641.11. Furnish the Engineer daily, biweekly and final DLS reports as per 641.04.. Perform traffic control operations for all 642 pavement markings according to 614.12 and MT-99.20M, but provide for center line, edge line, lane line and channelizing line traffic control equipment according to MT-99.20M equipment requirements for center line, longer than 2 minute dry. Payment for this work shall be included in the 642 price per mile for Center Line, Edge Line and Lane Line and the 642 price per foot for channelizing Line. 642.05 Basis of Payment. The Department will pay for accepted quantities at the contract prices, or prices adjusted according to 641.11, measured according to 641.12, with the provisions specified in 641.13, and as follows: Item Unit Description 642 Mile (Kilometer) Edge Line, Type ___ 642 Mile (Kilometer) Lane Line, Type ___ 642 Mile (Kilometer) Center Line, Type ___ 642 Foot (Meter) Channelizing Line, Type ___ 642 Foot (Meter) Stop Line, Type ___ 642 Foot (Meter) Crosswalk Line, Type ___ 642 Foot (Meter) Transverse/Diagonal Line, Type ____ 642 Foot (Meter) Curb Marking, Type ___ 642 Square Foot Island Marking, Type ___ (Square Meter) 642 Each Handicap Symbol Marking, Type ___ 642 Each Railroad Symbol Marking, Type ___ 642 Each School Symbol Marking, __ inch (___ mm), Type ___ 642 Foot (Meter) Parking Lot Stall Marking, Type ___ 642 Each Lane Arrow, Type ___ 642 Each Word on Pavement, ___ inch (___ mm), Type ___ 642 Foot (Meter) Dotted Line, ___ inch (___mm), Type ___ 642 Foot or Square Foot Removal of Pavement Marking
642 Lump Sum Two-Way Radio Equipment ITEM 643 POLYESTER PAVEMENT MARKING 643.01 Description 643.02 Materials 643.03 Equipment 643.04 Application 643.05 Basis of Payment 643.01 Description. This work consists of furnishing and applying polyester pavement markings according to Item 641, 740.01, 740.03, 740.09, and the additional requirements specified below. 643.02 Materials. Furnish materials from the Department’s Approved List conforming to: Polyester Pavement Marking 740.03 Glass Beads, Type B 740.09
Do not apply material that have exceeded the manufacturer’s shelf life. Do not use glass beads that are wet. 643.03 Equipment. Use application equipment capable of mixing the polyester components in proportions recommended by the manufacturer and applying glass beads at the time of marking placement. Use equipment (striper) capable of applying polyester long-lines at the thickness specified for solid and broken lines while moving on the highway at a speed of not less than 7 miles per hour (11 km/h). Furnish a calibrated measuring device acceptable to the Engineer to measure the polyester resin in the striper tanks. Equip all striping equipment for center line, lane line and edge line markings with a computerized Data Logging System (DLS) conforming to 641.04 when the length of marking exceeds 0.5 miles (0.8 km) of continuous line equivalent. The DLS shall measure the polyester resin material component and glass beads only. Catalyst will be calculated as 2 percent of the resin used. Furnish written documentation to the Engineer for the equipment’s operational capabilities from the equipment manufacturer. Furnish written documentation for the equipment’s operational capabilities from the equipment manufacturer. 643.04 Application. Apply polyester only when the pavement surface is clean and dry and the pavement and air temperature are above 50 F (10 C). If project safety requirements require marking application below 50°F (10°C), obtain approval from the Engineer and apply alkyd traffic paint type 2 as per Item 642 instead of the polyester. After sampling of resin is completed, transfer the entire contents of each material container to the striper tanks. Ensure that the polyester is thoroughly mixed at all times during application. Apply polyester (catalyst plus resin) uniformly to the pavement at the following rates:
Do not dilute the material. Apply glass beads to the uncured polyester in sufficient quantity so that the beads completely fill the polyester film from the film-pavement interface to the top surface of the film to the extent that there are loose beads on the surface of the uncured line. Apply glass beads at a minimum rate of 16.5 pounds per 100 square feet (8 kg per 10 m2) of polyester applied in a manner that provides uniformly retroreflective lines. If the applied polyester becomes tacky and causes marking discoloration and darkening, cease marking application until the Inspector agrees that the problem is corrected. If any marking is in a tracking condition 45 minutes after application, cease marking application until the Inspector agrees that the problem is corrected. Do not apply polyester pavement markings to new asphalt concrete until at least 2 weeks after the pavement is placed. Assure curing compound is removed from portland cement concrete pavements. Replace unsatisfactory markings as per 641.11. Furnish the Engineer daily, biweekly and final DLS reports as per 641.04. 643.05 Basis of Payment. The Department will pay for accepted quantities at the contract prices, or prices adjusted according to 641.11, measured according to 641.12, with the provisions specified in 641.13, and as follows: Item Unit Description 643 Mile (Kilometer) Edge Line 643 Mile (Kilometer) Lane Line 643 Mile (Kilometer) Center Line 643 Foot (Meter) Channelizing Line 643 Foot (Meter) Stop Line 643 Foot (Meter) Crosswalk Line 643 Foot (Meter) Transverse/Diagonal Line 643 Foot (Meter) Curb Marking 643 Square Foot Island Marking (Square Meter) 643 Each Handicap Symbol Marking 643 Each Railroad Symbol Marking 643 Each School Symbol Marking, ___ inch (___ mm) 643 Foot (Meter) Parking Lot Stall Marking 643 Each Lane Arrow 643 Each Word on Pavement, ___ inch (___ mm) 643 Foot (Meter) Dotted Line, ___ inch (___ mm) 643 Foot or Square Foot Removal of Pavement Marking
643 Lump Sum Two-Way Radio Equipment ITEM 644 THERMOPLASTIC PAVEMENT MARKING
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