620.5 Delineators (MUTCD Chapter 3F)
| Standard Plan |
| 903.00 Sheets 8 and 9 |
Contents
620.4.1 Delineators (MUTCD Section 3D.01)
Support. Delineators are particularly beneficial at locations where the alignment might be confusing or unexpected, such as at lane reduction transitions and curves. Delineators are effective guidance devices at night and during adverse weather. An important advantage of delineators in certain locations is that they remain visible when the roadway is wet or snow covered.
Delineators are considered guidance devices rather than warning devices.
The installation of Delineators (OM5) will be allowed on public roads that have been determined to be a problem primarily due to geometrics.
Option. Delineators may be used on long continuous sections of highway or through short stretches where there are changes in horizontal alignment.
620.4.2 Delineator Design (MUTCD Section 3D.02)
Standard. Delineators shall be retroreflective devices mounted above the roadway surface and along the side of the roadway in a series to indicate the alignment of the roadway. Delineators shall consist of retroreflector units that are capable of clearly retroreflecting light under normal atmospheric conditions from a distance of 1,000 ft. (300 m) when illuminated by the high beams of standard automobile lights.
Retroreflective elements for delineators shall have a minimum dimension of 3 in. (75 mm).
Option. Elongated retroreflective units of appropriate size may be used in place of two retroreflectors mounted as a unit.
620.4.3 Delineator Application (MUTCD Section 3D.03)
Standard. The color of delineators shall conform to the color of edge lines stipulated in Edge Line Pavement Markings (MUTCD Section 3B.06).
Single delineators shall be provided on the right side of freeways and expressways and on at least one side of interchange ramps (see standard plans), except in the following cases:
- A. On tangent sections of freeways and expressways when all of the following conditions are met:
- 1. Raised pavement markers are used continuously on lane lines throughout all curves and on all tangents to supplement pavement markings.
- 2. Where whole routes or substantial portions of routes have large sections of tangent alignment.
- 3. Roadside delineators are used to lead into all curves.
- B. On sections of roadways where continuous lighting is in operation between interchanges.
- C. On interstate highways with Emergency Reference Markers (D10-5) (MUTCD Section 2E.54).
Option. Delineators may be provided on other classes of roads. Single delineators may be provided on the left side of roadways.
Installation of delineators may be provided on public roads. A maximum of three delineators can be installed per approach as indicated in Installation of Delineators on Public Side Roads and Private Entrances. Delineation of the right hand side of the radius may be provided by the use of Type 2 object markers installed on the STOP sign post if the post is located appropriately.
A property owner may request the delineation of a private entrance.
Guidance. Single delineators should be provided on the outside of curves on interchange ramps.
Where median crossovers are provided for official or emergency use on divided highways and where these crossovers are to be marked, a double yellow delineator should be placed on the left side of the through roadway on the far side of the crossover for each roadway.
Double or vertically elongated delineators should be installed at 100 ft. intervals along acceleration and deceleration lanes.
The use of Type 2 object markers on STOP sign posts should continue and be considered as part of side road delineation.
Option. When delineation is used at a private entrance the preference of the department is to have the property owners use white reflective tape, but we will permit other colors.
Standard. When delineation is used at a private entrance the owner will be responsible for the installation and maintenance of such delineation. MoDOT shall allow the installation of one lightweight post such as a metal fence post at each end of the pipe crossing or within the radius of the entrance. If reflectors are used rather than tape, one reflector on each side of the post, or a total of four reflectors, will be permitted.
Option. Red delineators may be used on the reverse side of any delineator where it would be viewed by a road user traveling in the wrong direction on that particular ramp or roadway.
Delineators of the appropriate color may be used to indicate a lane reduction transition where either an outside or inside lane merges into an adjacent lane.
Guidance. For lane reduction transitions, the delineators should be used adjacent to the lane or lanes reduced for the full length of the transition and should be so placed and spaced to show the reduction (see Figure 3B-12).
Support. Delineators are not necessary for traffic moving in the direction of a wider pavement or on the side of the roadway where the alignment is not affected by the lane reduction transition.
Guidance. On a highway with continuous delineation on either or both sides, delineators should be carried through transitions.
Option. On a highway with continuous delineation on either or both sides, the spacing between a series of delineators may be closer.
Standard. Red delineators shall be used on the back side of delineators at off ramps to discourage wrong way driving. The red delineators shall be used starting at the crossroad and extending to the start of the deceleration lane on the main line.
620.4.4 Delineator Placement and Spacing (MUTCD Section 3D.04)
Guidance. Delineators should be mounted on suitable supports so that the top of the highest retroreflector is 4 ft. (1.2 m) above the near roadway edge as shown in Standard Mounting Height for Delineators. They should be placed 2 to 8 ft. (0.6 to 2.4 m) outside the outer edge of the shoulder, or if appropriate, in line with the roadside barrier that is 8 ft. (2.4 m) or less outside the outer edge of the shoulder.
Delineators should be placed at a constant distance from the edge of the roadway, except that where an obstruction intrudes into the space between the pavement edge and the extension of the line of the delineators, the delineators should be transitioned to be in line with or inside the innermost edge of the obstruction. If the obstruction is a guardrail, the delineators should be transitioned to be either just behind, directly above (in line with), or on the innermost edge of the guardrail. If the guardrail has guardrail delineators installed, the channel post mounted delienator should be deleted.
Delineators should be spaced 200 to 530 ft. (60 to 159 m) apart on mainline tangent sections. Delineators should be spaced 100 ft. (30 m) apart on ramp tangent sections.
Support. Examples of delineator installations are shown in Examples of Delineator Placement (MUTCD Fig. 3D-1).
Option. When uniform spacing is interrupted by such features as driveways and intersections, delineators which would ordinarily be located within the features may be relocated in either direction for a distance not exceeding one quarter of the uniform spacing. Delineators still falling within such features may be eliminated.
Delineators may be transitioned in advance of a lane transition or obstruction as a guide for oncoming traffic.
Guidance. The spacing of delineators should be adjusted on approaches to and throughout horizontal curves so that several delineators are always simultaneously visible to the road user. The approximate spacing shown in the Approximate Spacing for Delineators on Horizontal Curves Table.
| Radius of Curve, R ft. (m) | Approximate Spacing on Curve, S ft. (m) |
|---|---|
| 50 (15) | 20 (6) |
| 115 (34.5) | 25 (7.5) |
| 180 (54) | 35 (10.5) |
| 250 (75) | 40 (12) |
| 300 (90) | 50 (15) |
| 400 (120) | 55 (16.5) |
| 500 (150) | 65 (19.5) |
| 600 (180) | 70 (21) |
| 700 (210) | 75 (22.5) |
| 800 (240) | 80 (24) |
| 900 (270) | 85 (25.5) |
| 1,000 (300) | 90 (27) |
| Distances were rounded to the nearest 5 ft. (1.5 m) | |
| Spacing for specific radii may be interpolated from table. The minimum spacing should be 20 ft. (6 m). The spacing on curves should not exceed 300 ft. (90 m). In advance of or beyond a curve, and proceeding away from the end of the curve, the spacing of the first delineator is 2S, the second 3S, and the third 6S but not to exceed 300 ft. (90 m). S refers to the delineator spacing for specific radii computed from the formula (Formula applies to measurements in feet only). |
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620.4.5 Guardrail Delineation
Standard. All guardrail shall be delineated in accordance with Section 606.10.2.3 of the Standard Specifications. The design of the guardrail delineators shall be in accordance with Standard Drawing 606.00 and Sec 1065. The color of the retroreflective sheeting used shall match the color of the adjacent edgeline. If no edgeline is present, white shall be used on the right side facing approaching traffic.
Guidance. On two lane roads the guardrail at the end of bridge approaches should be delineated with white retroreflecitve sheeting on both sides of the delineator.
Standard. If guardrail is present at off ramps, the back side of the guardrail delineator shall be red retroreflective sheeting. The red sheeting is used on the back side of guardrail delineators from the crossroad to the start of the deceleration lane on the main line.
Option. The use of the red sheeting on the back side of guardrail delineators may be used wherever there is a need to discourage wrong way driving.
620.4.6 Barrier Wall Delineation
Standard. Permanent barrier walls and bridge barrier walls shall be delineated in accordance with Section 617.30 of the Standard Specifications. The design of barrier wall delineators shall be in acordance with Standard Drawing 617.10 and Sec 1065. The color of the barrier delineators shall match the color of the adjacent edgeline.
Guidance. Where there is traffic on both sides of a barrier wall, a two sided delineator with retroreflective sheetiing on both sides, should be used.
Standard. If barrier wall is present at off ramps, the back side of the barrier wall delineator shall be red retroreflective sheeting. The red sheeting is used on the back side of barrier wall delineators from the crossroad to the start of the deceleration lane on the main line.
Option. The use of the red sheeting on the back side of barrier wall delineators may be used wherever there is a need to discourage wrong way driving.
