Current through Register Vol. 28, No. 5, November 1, 2024
Section 3A.06 - Functions, Widths, and Patterns of Longitudinal Pavement MarkingsStandard:
01 The general functions of longitudinal lines shall be: A. A double line indicates maximum or special restrictions,B. A solid line discourages or prohibits crossing (depending on the specific application),C. A broken line indicates a permissive condition, andD. A dotted line provides guidance or warning of a downstream change in lane function.02 The widths and patterns of longitudinal lines shall be as follows: A. Normal line-4 to 6 inches wide.B. Wide line-at least twice the width of a normal line.C. Double line-two parallel lines separated by a discernible space.D. Broken line-normal line segments separated by gaps.E. Dotted line-noticeably shorter line segments separated by shorter gaps than used for a broken line. The width of a dotted line extension shall be at least the same as the width of the line it extends. Guidance:
02A (DE Revision) Double lines should consist of two parallel lines separated by a width of 6 inches.02B (DE Revision) A normal line along all state-maintained roadways should be 5 inches wide.02C (DE Revision) A wide line along all state-maintained roadways should be 10 inches wide. Support:
03 The width of the line indicates the degree of emphasis.03A (DE Revision) See Section 6F.78 for provisions regarding the application of temporary pavement markings. Guidance:
04 Broken lines should consist of 10-foot line segments and 30-foot gaps, or dimensions in a similar ratio of line segments to gaps as appropriate for traffic speeds and need for delineation. Support:
05 Patterns for dotted lines depend on the application (see Sections 3B.04 and 3B.08.) Guidance:
06 (DE Revision) A dotted line for line extensions along interstates, freeways, and expressways should consist of 3-foot line segments and 9-foot gaps. A dotted line for line extensions along all other roadways should consist of 2-foot line segments and 6-foot gaps, except at roundabouts. Line extensions used at roundabouts should consist of 2-foot line segments and 2-foot gaps. Click here to view Image
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2 Del. Admin. Code § 3A.06