Revisions to Chapter 2C - PowerPoint PPT Presentation

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Revisions to Chapter 2C

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Assumption of legibility distance of 180 feet for Condition A (speed reduction and lane change) ... Assumption of legibility distance of 250 feet for Condition ... – PowerPoint PPT presentation

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Title: Revisions to Chapter 2C


1
Revisions to Chapter 2C Warning Signs and
Object Markers
2
Some word message signs are deleted
Also STOP AHEAD, YIELD AHEAD, SIGNAL AHEAD
3
Fluorescent yellow-green color
Required for school and school bus signs
Optional for pedestrian, bike, and playground
signs
4
36 x 36 minimum size formulti-lane
conventional roads
5
Guidelines for advance placement of warning signs
Table 2C-4
  • Change to 20/40 visual acuity
  • Assumption of legibility distance of 180 feet
    for Condition A (speed reduction and lane
    change)
  • Assumption of minimum legend size of 6
    lettering if less, add 100 feet
  • Assumption of legibility distance of 250 feet
    for Condition B (stop and deceleration)

6
Application of horizontal alignment signs based
uponcurve differential speed
7
New criteria for the determination of advisory
speeds
Support Among the established engineering
practices that are appropriate for the
determination of the recommended advisory speed
for a horizontal curve are the following
  1. An accelerometer that provides a direct
    determination of side friction factors
  2. A design speed equation
  3. A traditional ball-bank indicator using the
    following criteria

16 degrees of ball-bank for speeds of 20 mph or
less 14 degrees of ball-bank for speeds of 25 to
30 mph 12 degrees of ball-bank for speeds of 35
mph and higher
8
New variations of combination horizontal
alignment-intersection warning signs
9
Chevron signs may be mounted at 4-foot height
10
New table for recommended spacing of Chevron signs
11
New table for spacing of Chevron signs
12
Advisory Curve Speed sign is deleted
13
New combination horizontal alignment/advisory
exit or ramp speed signs
14
New Freeway Ends and Expressway Ends signs
15
New sign for use where a freeway or expressway
ends and drivers must leave the facility on an
exit ramp
16
New shoulder signs and plaques
17
New Surface Condition signs
18
New signs and plaque to warn of conditions that
primarily affect motorcyclists
19
No Center Line sign
20
New warning signs for adverse weather conditions
21
New warning signs for road flooding
22
New warning signs for ramp metering
23
Speed limit reductions of more than
10 mph
  • Reduced Speed Limit Ahead (W3-5) sign recommended

24
New Drawbridge sign
25
No Merge Area plaque
26
Freeway lane drop advance warning
27
New Roundabout plaque for circular intersection
warning
28
Offset side roads and double side roads
29
New sign and plaque for combined
pedestrian/bicycle crossing
30
New symbol signs to warn of possible presence
oflarge animals
31
New sign to warn of a traffic pattern revision
32
Order of names and use of arrows when two street
names appear on an advance street name plaque
33
Plaques for use when STOP signs control all but
one approach to the intersection
34
Share the Road plaque cannot be used alone can
ONLY be used to supplement another sign
35
New plaque for mounting above a regulatory or
advance warning sign to warn road users about a
new regulation or condition
36
Object markers have been relocated from Part 3
37
Object Markers for Approach Ends of Guardrails
  • Where Type 3 object markers are applied to the
    approach ends of guardrail and other roadside
    appurtenances, sheeting without a substrate shall
    be directly affixed to the approach end of the
    guardrail in a rectangular shape conforming to
    the size of the approach end of the guardrail,
    with alternating black and retroreflective yellow
    stripes sloping downward at a angle of 45 degrees
    toward the side of the obstruction on which
    traffic is to pass.
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