Typical applications/TA-18Buildable

Lane Closure on a Minor Street

Lane closed on a low-speed, low-volume city street. The common utility-cut sheet.

MUTCD Figure 6P-18

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

775 ft, to scale
W21-1L = 125' (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

shifting taper

at least 0.5 L

125 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

975 ft

Sign schedule

Tables 6G-1, 6H-1

G20-2 — END ROAD WORK

36" × 18" minimum

1

W21-1 — WORKERS (symbol)

36" × 36" minimum

1

Device takeoff

Chapter 6K

Traffic cone

shifting taper: 126 ft at 35 ft max spacing; Lane closure: 450 ft at 70 ft max spacing

11

Work vehicle

Placed individually

1

Notes from the MUTCD figure

  • Standard: this TTC shall be used only for low-speed facilities having low traffic volumes.
  • Option: where the work space is short, road users can see the roadway beyond, and volume is low, vehicular traffic may be self-regulating.
  • Standard: where vehicular traffic cannot effectively self-regulate, one or two flaggers shall be used as illustrated in Figure 6P-10 (TA-10).
  • Option: a truck-mounted attenuator may be used on the work vehicle and the shadow vehicle.

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