tc214 (2).pdf

PDF 205 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) for traffic control zones involving pilot cars with flaggers and lane closures. The document, designated TC-214 (Revision 4-18-23), provides standardized traffic control specifications for road work operations across varying traffic conditions and roadway speeds. The plan establishes requirements for advance warning signage, device spacing, work area dimensions, and flagger positioning based on Average Annual Daily Traffic (AADT) volumes and posted speed limits. Key specifications include minimum spacing requirements ranging from 250 to 500 feet depending on traffic volume, advance signing distances (C) varying from 40 to 160 feet, and maximum work area dimensions (H) extending from 500 to 2,000 feet. For traffic control zones exceeding two hours in duration, portable rumble strip panels are mandated. The document references related sign standards (W20-1, W20-4, W20-7A, W20-9, and G20-2A) and directs users to standard specification SI-881 for additional sign details.

The traffic control plan applies to rural and urban areas where lane closures are implemented with pilot car and flagger support. Work area extensions up to one mile beyond the maximum dimension H are permitted in rural settings as work progresses, with the requirement that advanced signing and devices be repositioned to maintain compliant spacing. Speed limit regulatory requirements are incorporated into the advance signing specifications, with a formatted speed limit table providing guidance for appropriate signing distances. This standard plan serves as a baseline control document for construction projects within Iowa DOT's jurisdiction, ensuring consistent and safe traffic management protocols across all districts and work sites.

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Other files

File Type Posted
tc212 (2).pdf PDF
Allowable Lane Closure Map - DOT District 6.pdf PDF
1362522-event.pdf PDF
tc431 (4).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

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Text version

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

END

ROAD WORK

48" x 24"

G20-2A

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

Turnaround

Pilot Car

250' min.

5 Devices

T E

H

Turnaround

Pilot Car

Spacing = C

35 or less

40 - 45

50 or greater more than 5,000

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

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

2,500 - 5,000 up to 2,500 250'

250'

500'

350'

AADT C

40' 0'-200'

0'-200'40'

40' 0'-200'

0'-200'80'

80'350' 0'-200'

700' 80' 0'-200'

500' 160' 200'-300'

500' 160' 200'-300'

1000' 160' 200'-300'

E F H max.

T

500'

500'

1000'

700'

700'

1400'

1000'

1000'

2000' 1.5 mi.

2.0 mi.

2.5 mi.

1.5 mi.

2.0 mi.

2.5 mi.

1.5 mi.

2.0 mi.

2.5 mi. 50'

50'

50'

100'

100'

100'

100'

100'

100'

Traffic Sign

Flagger

Work Area

Direction of Traffic

LEGEND

Sign optional for ADT less than 5,000.

42'' Channelizer contract documents.

not be allowed during any peak traffic hours listed in the the limits shown in the table. This one-mile extension will downstream so that the H distance is once again within beginning of the traffic control zone should be moved progressed, the advanced signing and devices at the placed to extend the closure and after work activity has in the table. After the traffic control devices have been up to 1.0 mile beyond the maximum distance, H, shown limits of dimension H, the lane closure may be extended

In rural areas, as work activity nears the downstream

Portable Rumble Strip Panel

A A

AA

Traffic Control

Pilot Car

Flagger

Possible Contract Items:

F

A/2 A/2

F

A/2A/2

3 Refer to for sign details.

48" x 48"

W20-9

RUMBLE

STRIPS

AHEAD

48" x 48"

W20-9

RUMBLE

STRIPS

AHEAD

temporary Portable Rumble Strip Panel.

For traffic control zones lasting more than 2 hours, place

TC-214

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

FOR USE WITH PILOT CAR

WITH FLAGGERS

LANE CLOSURE

FA A

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

Advance signing when portable rumble strips are not used

(mph)*

SPEED LIMIT

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

SI-881

https://iowadot.gov/design/SRP/IndividualStandards/si881.pdf tc214

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