tc212 (2).pdf

PDF 187 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 for Traffic Control with Flaggers (TC-212), applicable to spot location lane closures on state highways. The plan provides detailed specifications for traffic control setup during road work activities, including sign placement, barricade positioning, and flagger deployment procedures. The document outlines advance signing distances (F and G) that vary based on speed limits, ranging from 250 feet to 500 feet minimum distances depending on whether the posted speed limit is 35 mph or less, 40-45 mph, or 50 mph or greater, with maximum combined distances reaching 3,500-4,000 feet. Typical applications include crack sealing, surface patching, joint sealing, pavement repair, guardrail connections, and bridge repair work during daylight hours only. The plan specifies when a second flagger is required, traffic flow management procedures, parking restrictions within 500 feet of work areas, and requirements for Type III barricades and amber lighting for vehicle positioning.

The document establishes mandatory traffic control measures for secondary road intersections with primary roads and bridge work locations where signals are not required. Key operational requirements include ensuring free-flowing traffic in open lanes, positioning the first vehicle stop in no-passing zones, and maintaining proper flagger sight lines of approaching traffic. The plan notes that advance signing distances (F and G values) may be varied within permit limits but should remain near minimum values unless excessive traffic delays are encountered, or when work areas have restricted sight distance. The document was revised on April 18, 2023, to add speed limit notes and formatted a speed limit reference table to clarify application standards across different regulatory speed zones.

View the file

Other files

File Type Posted
Allowable Lane Closure Map - DOT District 6.pdf PDF
1362522-event.pdf PDF
tc431 (4).pdf PDF
tc214 (2).pdf PDF
Aggregate+Gradation+Table (1).pdf PDF
TC-418 Lane Closure on Divided Highway.pdf PDF
Section 4120 _ Revised 10_21_2025.pdf PDF
Scope of Work REVISED.pdf PDF
tc218 (2).pdf PDF
DistrictMapD6 (5)_Redacted.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

F

G

LEGEND

A

150' to 300'

100' Maximum30' to 50'AA

END

ROAD WORK

48" x 24"

G20-2A

ROAD

WORK

AHEAD

48" x 48"

W20-1

48" x 48"

W20-4

ONE LANE

ROAD

AHEAD

48" x 48"

W20-7A

48" x 48"

W20-7A

48" x 48"

W20-4

ONE LANE

ROAD

AHEAD

ROAD

WORK

AHEAD

48" x 48"

W20-1

END

ROAD WORK

48" x 24"

G20-2A

Traffic Control

Flaggers

Possible Contract Items:

Traffic Sign

Flagger

Work Area

Type III Barricade

Direction of Traffic

DO NOT USE ON PRIMARY ROADWAYS

value at the minimum and the other value at its maximum.

the table. Maximum movement can be achieved by setting one F or G advance signing, F and G distances may be varied within the limits of permits. However, to be able to move the work area without moving the

F and G distances are to remain as near minimum values as work

Excessive traffic delays are encountered.

distance, such as a No Passing zone, or mile or the work site is in an area of restricted sight4 than

The flagger's veiw of approaching traffic in the open lane is less

Provide a second flagger if:

substituted for the Type III barricade.

A vehicle with an amber revolving light or amber strobe light may be other vehicles.

closed lane from the postion shown, then cross the traffic lane to stop

Ensure traffic in the open lane flows freely. Stop the first vehicle in the

No parking on opposite shoulder within 500 feet of work area.

Crack sealing

Surface patching

PR joints

Joint sealing

Sawing for ful depth patch

Secondary road intersections with Primary road.

Guardrail connections at bridge.

Bridge repair when signals are not required.

Pavment repair

Use only during daylight hours. Typical applications include:

TC-212

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

WITH FLAGGERS

SPOT LOCATION LANE CLOSURE

(mph)*

SPEED LIMIT

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

A F and G Max.

F + G

Range

500'

350'

250' 250'-3250'

350'-3350'

500'-3500' 4000'

3700'

3500'35 or less

40 - 45

50 or greater tc212

File details come from the government source that posted it. Updated .