tc431 (4).pdf

PDF 350 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 (TC-431) issued by the Iowa Department of Transportation (Iowa DOT) that provides traffic control specifications for left and right lane closures during maintenance operations. The document establishes standardized configurations for managing traffic flow around work zones, detailing the placement and spacing of shadow vehicles, protection vehicles, truck-mounted attenuators (TMAs), arrow boards, and warning signs for operations conducted at various speed limits. The plan addresses two primary scenarios: operations on roadways with speed limits of 55 mph or greater, and operations on roadways with speed limits of 50 mph or less. For each scenario, the document specifies roll-ahead distances, vehicle spacing requirements, and sign placement requirements based on vehicle gross vehicle weight ratings (GVWRs) ranging from 9,900 to over 22,000 pounds. The plan requires all vehicles to be equipped with amber revolving or strobe lights, mandates fluorescent yellow-green (FYG) sign backgrounds for all static signs, and recommends TMAs for speed limits of 30 mph or more. The document was revised on 04-15-25 with interim provisions removed and approved by the Design Methods Engineer.

The traffic control plan establishes operational requirements for Iowa DOT maintenance crews to keep work areas as small as possible while safely accommodating the work being performed. Shadow vehicles 1, 2, and 3 will utilize dump trucks or heavy-duty vehicles and may encroach into the travel lane when shoulder width and strength do not permit safe shoulder operation. Shadow Vehicle 4 positioning may be adjusted to create a taper when conditions allow. The plan requires an Audible Warning System for certain operations, with specific timing criteria detailed in Appendix A, and recommends such systems for Iowa DOT maintenance operations. The document references additional traffic control plans (TC-415, TC-418, and TC-419) for operations not meeting the minimum 500-feet-per-30-minute movement criteria, and provides links to the Iowa DOT Design Manual and Appendix A for supplementary guidance on implementation and specific operational requirements.

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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
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

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Text version

LEFT LANE CLOSURE

Traffic Control

Possibe Contract Item:

doing so would negatively impact the work being performed.

Adjust the lateral position of Shadow Vehicle 4 to create a taper unless when shoulder width and strength allow.

will use dump trucks/heavy duty vehicles for shadow vehicles 1, 2, and 3 shoulder is too narrow to drive on. Iowa DOT maintenance operations

Shadow vehicles 1, 2, and 3 may encroach into the travel lane when the appendix A for times when an Audible Warning System is required.

Audible Warning System recommended. Iowa DOT maintenance crews see place.

Keep work area as small as possible to safely accommodate the work taking

TC-431

REVISION

04-15-25

SHEET 1 of 2

REVISIONS: Removed interim.

APPROVED BY DESIGN METHODS ENGINEER

STANDARD ROAD PLAN

OPERATING IN THE TRAFFIC LANE

SLOW MOVING VEHICLE

R

500' R

LEGEND

Work Area

Direction of Traffic

(TMA)

Truck-Mounted Attenuator

Arrow Board

RIGHT LANE CLOSURE

500'

Shadow Vehicle 2

Shadow Vehicle 4 Protection Vehicle 1

Protection Vehicle 1Shadow Vehicle 4

(optional)

Shadow Vehicle 3 Shadow Vehicle 2

500' 500'

Work Area

Work Area

55 MPH OR GREATER

48" x 48"

W20-1

ROAD

WORK

AHEAD

48" x 48"

W20-1

ROAD

WORK

AHEAD

Maintenance Appendix A

500'

500' criteria, use TC-415, TC-418, or TC-419.

within every 30-minute timeframe. For operations not meeting this

This layout is intended for use with operations moving at least 500 feet static signs.

Fluorescent yellow green (FYG) sign background is required around all

Equip all vehicles with an amber revolving light or amber strobe light.

43 3

(optional)

Shadow Vehicle 3

48" x 48"

W20-5

CLOSED

AHEAD

LEFT LANE

48" x 48"

W20-5

RIGHT LANE

CLOSED

AHEAD

500'

500'

(optional)

Shadow Vehicle 1

(optional)

Shadow Vehicle 1

200' 240'

Roll Ahead Distance (R)

9900 to 22,000 lbs. GVW Over 22,000 lbs. GVW

Stationary 15 mph Max

Moving Stationary

15 mph Max

Moving

160' 200'

48" x 48"

W20-5

RIGHT LANE

CLOSED

AHEAD

Or

48" x 48"

W20-5

CLOSED

AHEAD

LEFT LANE

Or

DOT

https://www.iowadot.gov/design/dmanual/01e-06.pdf https://iowadot.gov/dotnet/Maintenance/Docs/AppendixAApproved.pdf

LEFT LANE CLOSURE

TMA recommended for speed limits of 30 mph or more.

vehicles 1 and 2 when shoulder width and strength allow.

operations will use dump trucks/heavy duty vehicles for shadow shoulder is too narrow to drive on. Iowa DOT maintenance

Shadow vehicles 1 and 2 may encroach into the travel lane when the

System is required.

crews, see Appendix A for times when an Audible Warning

Audible Warning System recommended. Iowa DOT Maintenance taking place.

Keep work area as small as possible to safely accommodate the work

TC-431

REVISION

04-15-25

SHEET 2 of 2

REVISIONS: Removed interim.

APPROVED BY DESIGN METHODS ENGINEER

STANDARD ROAD PLAN

OPERATING IN THE TRAFFIC LANE

SLOW MOVING VEHICLE

R

48" x 48"

W20-5

RIGHT LANE

CLOSED

AHEAD

A

R

48" x 48"

W20-5

CLOSED

AHEAD

LEFT LANE

100' 100'25-40

Roll Ahead Distance (R)

9900 to 22,000 lbs. GVW Over 22,000 lbs. GVW

Stationary 15 mph Max

Moving Stationary

15 mph Max

Moving

75' 100'500'

Spacing

Vehicle

125' 175'45 100' 150'

750'

1500'

A

200' 240' 160' 200'

LEGEND

Work Area

Direction of Traffic

(TMA)

Truck-Mounted Attenuator

Arrow Board

RIGHT LANE CLOSURE

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

(mph)*

LIMIT

SPEED

Shadow Vehicle 1

Protection Vehicle 1

3 2 5

Protection Vehicle 1

Shadow Vehicle 1

A

50 MPH OR LESS

Work Area

Work Area use TC-415, TC-418, or TC-419.

within every 30-minute timeframe. For operations not meeting this criteria, This layout is intended for use with operations moving at least 500 feet static signs.

Fluorescent yellow green (FYG) sign background is required around all

Equip all vehicles with an amber revolving light or amber strobe light.

3 2 5

DOT

tc431
tc431

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