Typical applications/TA-3Buildable

Work on the Shoulders

Shoulder closed with a shoulder taper at 0.33 L. Travel lanes stay open.

MUTCD Figure 6P-3

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 in plan builder

Plan view

835 ft, to scale
W21-5W20-1L = 85' (12' offset @ 35 mph)G20-2

Redrawn from MUTCD 11th Edition Chapter 6P, which is public domain. Devices are shown at the MUTCD spacing for 35 mph; signs are drawn oversize for legibility.

Computed for your conditions

MUTCD 11th Ed

shoulder taper

at least 0.33 L

85 ft

Base L

Table 6B-4

245 ft

Device spacing in taper

1 × speed, Section 6K.01

35 ft

Device spacing on tangent

2 × speed, Section 6K.01

70 ft

Advance warning area

Table 6B-1

300 ft

Longitudinal buffer

Table 6B-2

250 ft

Total zone length

935 ft

Sign schedule

Tables 6G-1, 6H-1

G20-2 — END ROAD WORK

36" × 18" minimum

1

W20-1 — ROAD WORK AHEAD

36" × 36" minimum

1

W21-5 — SHOULDER WORK

36" × 36" minimum

1

Device takeoff

Chapter 6K

Traffic cone

shoulder taper: 86 ft at 35 ft max spacing; Shoulder closure: 450 ft at 70 ft max spacing

10

Notes from the MUTCD figure

  • Guidance: a shoulder taper should have a length of approximately 0.33 L (MUTCD Table 6B-3).
  • Guidance: if the shoulder is used as a travel lane, a normal merging or shifting taper should be used instead.
  • Option: the END ROAD WORK sign may be omitted on short-duration work.

Notes paraphrase the MUTCD figure's own Notes block, preserving the manual's Standard / Guidance / Option force. Read the figure itself before you submit.