tc218 (2).pdf

PDF 200 KB Posted

Attached to
District 6- Rock to Road - Shoulder Aggregate Class A Stone
Solicitation number
645-RFB-2407-2026
Issued by
Johnson County, Iowa

About this file

This is a Standard Road Plan document issued by the Iowa Department of Transportation (Iowa DOT) that provides detailed traffic control specifications for temporary traffic signal installation, flagger-operated signals, pilot car operations, and lane closures on roadways. The plan establishes standardized requirements for traffic control zones and specifies sign placements, signal head locations, and timing protocols based on average daily traffic (ADT) volumes. Key specifications include 48" x 48" warning signs for "Road Work Ahead" and "One Lane Road Ahead," push-button actuated traffic signals with defined timing parameters (initial green of 15 seconds, yellow of 4.0 seconds, and green extension of 2.5 seconds), and channelizer spacing at 160 feet center-to-center with 100-foot minimum spacing. The plan addresses temporary traffic signal requirements, flagger operations, pilot car deployment, and portable rumble strip panels, with specific installation guidance for signal heads positioned 70 to 100 feet beyond "Stop Here on Red" surface markers and mounted a minimum of 8 feet from ground level. Documentation references Section TC-218 and related standard specifications, with revision date of April 18, 2023.

The document establishes performance standards applicable across different speed limit ranges and ADT classifications, from roads with fewer than 2,500 vehicles daily to those exceeding 5,000 vehicles daily. Traffic control zones lasting more than two hours require temporary signage, and signal head placement may be adjusted based on field conditions. For shoulder-mounted signal configurations, signal heads may be positioned on both sides of the roadway as an alternative to trailer or span-wire mounted systems. The plan does not specify pricing information, set-asides, or funding sources, as it serves as a design reference and standard specification document for implementing temporary traffic control measures on Iowa roadways.

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TC-418 Lane Closure on Divided Highway.pdf PDF
Section 4120 _ Revised 10_21_2025.pdf PDF
Scope of Work REVISED.pdf PDF
DistrictMapD6 (5)_Redacted.pdf PDF

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Text version

48" x 48"

W20-4

ONE LANE

ROAD

AHEAD

END

ROAD WORK

48" x 24"

G20-2A

STOP

HERE ON

RED

24" x 36"

R10-6

END

ROAD WORK

48" x 24"

G20-2A

STOP

HERE ON

RED

24" x 36"

R10-6

ADT

up to 2,500

2,500 - 5,000 more than 5,000

50 or greater

A

500'

500'

1000' 1.5 mi.

2.0 mi.

2.5 mi.

H

Turnaround

Pilot Car

A Turnaround

Pilot Car200'-300'

Traffic Sign

Work Area

Direction of Traffic

LEGEND

H

500'

48" x 48"

W3-3

48" x 48"

W3-3

48" x 48"

W3-3

GREEN and GREEN EXTENSION only are initiated by flagger.

Program signals to rest in RED.

Install push-button actuated traffic signals.

Yellow = 4.0 sec.

Green Ext. = 2.5 sec.

Initial Green = 15 sec.

Timing for Push-button Actuated Signals

No detection area required.

48" x 48"

W20-4

ONE LANE

ROAD

AHEAD

500' A

48" x 48"

W3-3

42" Channelizer

160' C/C 100' min.

108-28

108-27

Possible Tabulations:

Traffic Control

Temporary Traffic Signal

Pilot Car

Flagger

Possible Contract Items:

Temporary Traffic Signal

Flagger

5 Devices 100'

Portable Rumble Strip Panel

A

ROAD

WORK

AHEAD

48" x 48"

W20-1

A

ROAD

WORK

AHEAD

48" x 48"

W20-1

A/2 A/2

A/2 A/2

48" x 48"

W20-9

RUMBLE

STRIPS

AHEAD

48" x 48"

W20-9

RUMBLE

STRIPS

AHEAD

2528.03

Portable Rumble Strip Panel.

For traffic control zones lasting more than 2 hours, place temporary sign. Adjust location of signal heads as field conditions warrant.

Locate signal heads 70 to 100 feet beyond "STOP HERE ON RED" surface.

from the bottom of the signal head to the top of the ground roadway. Mount shoulder signal heads a minimum of 8 feet may be located on the shoulders, one on each side of the

In lieu of a trailor or span-wire mounted system, signal heads of the Standard Specifications except for the following:

For Temporary Traffic Signals, meet the requirements of Section

TC-218

REVISION

4-18-23

SHEET 1 of 1

REVISIONS: Added speed limit note. Formatted speed limit table.

APPROVED BY DESIGN METHODS ENGINEER

STANDARD ROAD PLAN

FLAGGER OPERATED SIGNALS

PILOT CAR AND

LANE CLOSURE WITH

DESIGNER INFORMATION

(mph)*

SPEED LIMIT

* Speed Limit refers to regulatory speed limit before road work.

2528.03

108-27

108-28

../../GS/content/2528.htm https://iowadot.gov/design/tnt/PDFsandWebFiles/IndividualPDFs/0108-27.PDF https://iowadot.gov/design/tnt/PDFsandWebFiles/IndividualPDFs/0108-28.PDF https://www.iowadot.gov/design/dmanual/01e-06.pdf http://www.iowadot.gov/design/dmanual/01e-06/TC-218.pdf tc218

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