Anticipated Changes Based on 2009 Federal MUTCD
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1 Anticipated Changes Based on 2009 Federal MUTCD
2 Section 1A.13 Meanings of text headings (Standard, d Guidance, Option, Support) relocated and clarified Standard d statements shall hll not be modified difid or compromised based on engineering judgment or engineering g study
3 Chapter 6A. General Adds Standard language g all road users includes those on private roads open to public travel.
4 Minimum i length for one-lane, two-way way traffic taper added to Table 6C-3 Type of Taper Merging Taper Shifting Taper Shoulder Taper One-Lane, Two-Way Traffic Taper Downstream Taper Taper Length at least L at least 0.5 L at least 0.33 L 50 feet minimum, 100 feet maximum 100 feet per lane
5 Section 6C.13 Pilot Car Method of One-Lane, Two-way way Traffic Control Relocated Standard : A flagger shall be stationed on the approach to the activity area to control vehicular traffic until the pilot vehicle is available
6 Section 6D.03 Worker Safety Considerations High Visibility ibili Safety Apparel - Required for all workers within the public right of way - Applies to all roads, not just those on the Federal-aid system - Option for law enforcement and first responders to use new ANSI public safety vests - Firefighters and law enforcement are - Firefighters and law enforcement are exempted from the requirement under certain conditions
7 Chapter 6E. Flagger Control Revised Standard Flaggers shall use a STOP/SLOW paddle, a flag, or an Automated Flagger Assistance Device (AFAD) to control road users approaching a TTC zone.
8 Chapter 6E. Flagger Control Two Types of AFADs Type 1: STOP/SLOW paddle AFAD
9 Chapter 6E. Flagger Control Type 2: Red/yellow lens AFAD
10 Chapter 6E. Flagger Control Red/Yellow lens AFAD Shall include a gate arm that descends down on red phase.
11 Table 6F-1. TTC Zone Sign and Plaque Sizes This Table has been expanded to provide much more information New Standard minimum size is only for local roads less than 35 MPH
12 Section 6F.12 New Guidance and Options for Higher Fines Signs G20-5aP R2-1 R2-10 R2-11 R2-12 R2-6aP
13 Section 6F.44 Shoulder Drop Off Symbol Sign New symbol sign replaces text sign,,p plaque is optional
14 Section 6F.48 Reverse Curve Signs For multilane shifts, number of arrows and lanes must match or use plaque. or
15 Section 6F.49 Double Reverse Curve Sign Distance between reverse curves < 600 ft Design speed of the curves is < 30 mph or
16 Section 6F.60 PCMS Signs New Standard Legend color shall comply with table 2A-5
17 Section 6F.60 PCMS Signs New Standard No messages with animation, rapid flashing, dissolving, exploding, scrolling, or traveling horizontally or vertically.
18 Section 6F.61 Arrow Boards (previously Arrow Panels) New alternating diamond display to indicate caution on an arrow board, also called dancing diamond Alternating Diamond Caution
19 Section 6F.66 Vertical Panels Minimum requirement of 270 square inches of reflective material for freeways, expressways removed from this section 8 x 24 =192 sq. minimum size 8 x 34 = 272 sq. no longer required
20 Section 6F.84 Temporary Traffic Signals New Standard - No temporary signals within 200 of RR grade crossing without preemption, p or unless uniformed officer or flagger is used
21 Section 6F.87 Rumble Strips Black and orange are acceptable colors for transverse rumble strips in TTC zones
22 When will the Texas MUTCD be available?
23 Questions? Michael Chacon
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