Texas traffic control plan requirements

Texas publishes its own manual, the TMUTCD 2025. Taper length, channelizing device spacing and advance warning sign placement come from Part 6; individual cities layer their own submittal checklists on top.

What governs in Texas

TMUTCD

Texas publishes its own manual, the TMUTCD 2025.

Effective January 18, 2026.

  • The 2025 TMUTCD supersedes the 2011 TMUTCD Revision 2. TxDOT Table 1 sets a phased transition: projects letting between January 18 and June 30, 2026 may still conform to the 2011 manual at the jurisdiction’s discretion; everything letting on or after July 1, 2026 shall use the 2025 manual.
  • Texas adds a tangent rule the federal manual does not have (Section 6B.08 para 06): multiple merging tapers should have at least 2 L of tangent between them, and adjoining merging and shifting tapers at least 0.5 L.
Texas Manual on Uniform Traffic Control Devices

Where Texas differs from the federal MUTCD

A plan drawn to the federal number is not automatically right here.

ItemFederal MUTCDTMUTCD
Taper length roundingFormula result, rounded up to the next 5 ftPublished lookup table, rounded to the nearest 5 ftTMUTCD 2025, Table 6B-4A (TX)
Advance warning sign spacingKeyed to road type — urban, rural or expressway (Table 6B-1)Keyed to posted speed, one spacing value per speedTMUTCD 2025, Table 6B-1A (TX)

Taper length for Texas work zones

Enter the posted speed and the width of the lateral offset. The base length L comes from MUTCD 11th Edition Table 6B-4, with the taper-type criterion from Table 6B-3. Texas modifies this — check the differences above before you draft.

Posted speed limit, off-peak 85th-percentile speed prior to work starting, or anticipated operating speed.

ft

How far traffic is moved sideways — usually the width of the closed lane.

Open this in the plan builder

Merging taper length

245ft

L = W × S² ÷ 60 = 12 × 35² ÷ 60 = 245.0 ft

TMUTCD 2025, Table 6B-4A (TX) — at least L

Plan view

8 devices at 35 ft
245 ft12′

Length is to scale; the lateral offset is exaggerated so the taper is legible.

All taper types at these conditions

TMUTCD 2025, Table 6B-4A (TX)

Merging taper

at least L

245 ft

Shifting taper

at least 0.5 L

125 ft

Shoulder taper

at least 0.33 L

85 ft

One-lane, two-way traffic taper

50 ft min, 100 ft max

50 ft

Downstream taper

50 ft min, 100 ft max

50 ft

Channelizing devices

MUTCD 11th Ed, Section 6K.01

Maximum spacing in this taper

1 × 35 mph

35 ft

Devices required

One at each end, evenly spaced between

8

Table 6B-3 states these lengths as minimums. Longer tapers are not automatically better — MUTCD Section 6B.08 notes that extended tapers tend to encourage sluggish operation and delay lane changes, particularly in urban areas with short blocks or frequent driveways.

Texas agencies with documented requirements