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Section 3B.04White Lane Line Pavement Markings and Warrants
Dotted (not broken) lane lines shall be used for non-continuing lanes:
Lane dropsAuxiliary lanesDeceleration lanesAcceleration lanes
Applies on freeways, expressways, and conventional roads
Compliance Date
Replace existing broken lane lines with dotted lane lines for
non-continuing lanes:
December 31, 2016 or resurfacing, whichever occurs
first
Section 3B.05 Other White Longitudinal Pavement Markings
2009 MUTCD Standard for all
exit and entrance
ramps
Channelizing lines shall
be placed on both sides of the
neutral area
2003 MUTCD
Section 3B.09Pavement Word, Symbol, and Arrow Markings
Lane Reduction Markings
Lane line – NO CHANGE from 2003
Lane reduction arrows should be used if speed limit is > 45 mph [new w/ 2009]
-Not applicable to typical parallel accelleration lanes, but:
-May use lane-reduction arrows in long acceleration lanes based on
engineering judgment
OPTION to delete edge line and delineators in transition for low-speed urban locations with curbs [new w/ 2009]
Section 3B.18Crosswalk Markings
New marked crosswalks alone, without other measures designed to reduce traffic speeds, shorten crossing distances, enhance driver awareness of crossing, and/or provide active warning of pedestrian presence should not be installed across uncontrolled roadways with:- ≥4 travel lanes
- Speed limit >40 mph, and
- ADT > 12,000 without raised median or pedestrian refuge, or- ADT > 15,000 with raised median or pedestrian refuge
Section 3B.20Pavement Word, Symbol, and Arrow Markings
Optional use of pavement markings
simulating route shield signs
Section 3B.24 Chevron and Diagonal Crosshatch Markings
New section includes support, guidance, and
standards for chevrons and diagonal crosshatch
markings
< 45 mph: Min. 8” wide
> 45 mph: Min. 12” wide
Spacing: Engineering Judgment
30 – 45 degrees
+/-
CHAPTER 3CROUNDABOUT MARKINGS
Updated practices for pavement
markings at roundabouts, including lane
lines, edge lines, yield
lines, crosswalk markings, and
pavement word, arrow, and symbol markings
Section 3C.06Word, Symbol, and Arrow Pavement Markings for Roundabouts
Optional forleft-most lane
Match arrow(s)with desired laneuse configuration
Normal arrows
Match arrow(s)with desired laneuse configuration
Optional forleft-most lane
Fish-hook arrows
Optional fish-hook lane-use
arrows for approaches to roundabouts
Section 3F.04Delineator Placement & Spacing
Option for “ribbon” delineation on the face of
guardrails or barriers
Section 3H.01Channelizing Devices
Standard specifies that for channelizing devices outside of temporary traffic control zones, retroreflective bands shall be white if
devices separate traffic flows in same direction and yellow if the devices separate
traffic flows in opposing directions
Reference
FHWA MUTCD Traininghttp://www.mutcd.fhwa.dot.gov/ser-Training.htm
Thank you!