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2010 Construction and Material Specifications - Ohio Department of ...

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614.11<br />

Apply Class I work zone markings to the st<strong>and</strong>ard dimensions as defined in<br />

Item 641.<br />

2. Class II Markings (Abbreviated, Full Rate). Use Class II Markings<br />

for short-term use when traffic is to be maintained in parallel lanes nominally in<br />

the same location as permanent lanes <strong>and</strong> where tapers or transitions are not<br />

required or other features will not likely divert traffic from the intended path. Class<br />

II Markings are limited to center lines, lane lines <strong>and</strong> gore markings defined as<br />

follows:<br />

a. Center Lines. Class II center lines consist <strong>of</strong> single, yellow 4-inch<br />

(100 mm) wide by a minimum <strong>of</strong> 4 feet (1.2 m) long dashes spaced at a maximum<br />

<strong>of</strong> 40 feet (12.0 m) intervals. No Passing Zones must be marked with Class I or<br />

Class III Markings or final markings within 3 calendar days per 614.11. H. 1.<br />

Passing Zones must be marked with Class I or Class III Markings or final<br />

markings within 14 calendar days per 614.11. H. 2.<br />

b. Lane Lines. Class II lane lines consist <strong>of</strong> white 4-inch (100 mm) wide<br />

by a minimum <strong>of</strong> 4 feet (1.2 m) long dashes spaced at a maximum <strong>of</strong> 40 feet (12.0<br />

m) intervals. Class II Lane Line Markings must be marked with Class I or Class III<br />

Markings or final markings within 14 calendar days per 614.11. H. 3.<br />

c. Gore Markings. Class II gore markings are continuous, white 4-inch<br />

(100 mm) wide lines normally 50 to 100 feet in length placed at the theoretical<br />

gore <strong>of</strong> an exit ramp or diverging roadways. Class II Gore Markings must be<br />

marked with Class I or Class III Markings or final markings within 14 calendar<br />

days per 614.11. H. 3.<br />

Computerized Data Logging Systems (DLS) are not required for Class II<br />

Markings.<br />

3. Class III Markings (Full Pattern, Low Rate) Use Class III Markings<br />

on surface courses that are expected to receive thermoplastic or epoxy final<br />

markings within 30 days. Class III Markings use a lower application rate which<br />

reduces the surface preparation needed prior to application <strong>of</strong> thermoplastic or<br />

epoxy final markings. If Class III Markings have been applied <strong>and</strong> weather<br />

conditions are expected to prevent thermoplastic or epoxy final markings<br />

application for 30 days or more, re-apply Class III Markings if thermoplastic or<br />

epoxy final markings application is expected to occur within 30 days or apply<br />

Class I Markings as necessary to carry the project through the season or over the<br />

winter.<br />

Apply Class III work zone markings to the st<strong>and</strong>ard dimensions as defined in Item<br />

641.<br />

G. Conflicting Markings. Before placing work zone markings, remove or<br />

cover all conflicting existing markings visible to the traveling public.<br />

1. Removal <strong>and</strong> Covering <strong>of</strong> Markings.<br />

a. Removal Methods. Remove the markings so that less than 5% <strong>of</strong> the<br />

line remains visible. Repair damage to the pavement that results in the removal <strong>of</strong><br />

more than 1/8 inch <strong>of</strong> pavement thickness. Remove the markings by using<br />

methods specified in the below table:<br />

477

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