903.2 Extent of Signing
- 1 903.2.1 Sign Function and Purpose (MUTCD Section 2A.01)
- 2 903.2.2 Definitions (MUTCD Section 2A.02)
- 3 903.2.3 Standardization of Application (MUTCD Section 2A.03)
- 4 903.2.4 Excessive Use of Signs (MUTCD Section 2A.04)
- 5 903.2.5 Classification of Signs (MUTCD Section 2A.05)
- 6 903.2.6 Sign Design (MUTCD Section 2A.06)
- 7 903.2.7 Types of Fabricated Signs
- 8 903.2.8 Sign ID Labels
- 9 903.2.9 Retroreflectivity and Illumination (MUTCD Section 2A.07)
- 10 903.2.10 Maintaining Minimum Retroreflectivity (MUTCD Section 2A.08)
- 11 903.2.11 Shapes (MUTCD Section 2A.09)
- 12 903.2.12 Sign Colors (MUTCD Section 2A.10)
- 13 903.2.13 Dimensions (MUTCD Section 2A.11)
- 14 903.2.14 Symbols (MUTCD Section 2A.12)
- 15 903.2.15 Word Messages (MUTCD Section 2A.13)
- 16 903.2.16 Sign Borders (MUTCD Section 2A.14)
- 17 903.2.17 Enhanced Conspicuity for Standard Signs (MUTCD Section 2A.15)
- 18 903.2.18 Standardization of Sign Location (MUTCD Section 2A.16)
- 19 903.2.19 Sign and Post Inventory and Storage
- 19.1 903.2.19.1 Supply Items (Non-Inventory Items)
- 19.2 903.2.19.2 Sign Inventory
- 19.3 903.2.19.3 Sign Storage and Handling
- 19.4 903.2.19.4 Post Inventory
- 20 903.2.20 Sign and Post Ordering
- 21 903.2.21 Sign and Post Disposal
- 22 903.2.22 Sign Inspection
- 23 903.2.23 Emergency Response
- 24 903.2.24 Guidelines for the use of the Sign Management System (SMS)
- 25 903.2.25 Design Aspects of Signing
903.2.1 Sign Function and Purpose (MUTCD Section 2A.01)
Support. The functions of signs are to regulate, warn and guide road users. Words, symbols and arrows are used to convey the messages. Signs are not typically used to confirm rules of the road. Detailed sign requirements are available for:
- 1. Regulatory signs
- 2. Warning signs
- 3. Guide signs for conventional roads
- 4. Guide signs for freeways and expressways
- 5. General information signs
- 6. General service signs
- 7. Specific service (LOGO) signs
- 8. Tourist-oriented direction signs
- 9. Changeable message signs
- 10. Recreational and cultural interest area signs
- 11. Emergency management signs
- 12. Typical applications
- 13. Sign supports.
Signing of all interstate highways is coordinated on a national basis and signing of highways other than the interstate system is coordinated on a statewide bases by MoDOT.
Standard. Because the requirements and standards for signs depend on the particular type of highway upon which they should be used, the definitions for freeway, expressway and conventional roads given in EPG 900.1.13 Definitions of Headings, Words and Phrases shall apply to all signing.
Any exceptions or requests for any sign not described in this article shall be submitted to the Highway Safety and Traffic Engineer for consideration.
903.2.2 Definitions (MUTCD Section 2A.02)
Support. Definitions and acronyms that are applicable to signs are in EPG 900.1.13 Definitions of Headings, Words and Phrases.
903.2.3 Standardization of Application (MUTCD Section 2A.03)
Support. Urban traffic conditions differ from rural conditions and in many instances signs are applied and located differently. Where pertinent and practical, this article sets forth separate recommendations for urban and rural conditions.
Guidance. Signs should be used only where justified by engineering judgment or studies. Results from traffic engineering studies of physical and traffic factors should indicate the locations where signs are deemed necessary or desirable.
Roadway geometric design and sign application should be coordinated so that signing can be effectively placed to give the road user any necessary regulatory, warning, guidance, and other information.
Standard. Each standard sign shall be displayed only for the specific purpose as prescribed in this article. Determination of the particular signs to be applied to a specific condition shall be made according to the provisions set forth in this article. Before any new highway, detour or temporary route is opened to public travel, all necessary signs shall be in place. Signs required by road conditions or restrictions shall be removed when those conditions cease to exist or the restrictions are withdrawn.
903.2.4 Excessive Use of Signs (MUTCD Section 2A.04)
Guidance. Regulatory and warning signs should be used conservatively because these signs, if used to excess, tend to lose their effectiveness. If used, route signs and directional guide signs should be used frequently because their use promotes efficient operations by informing travelers of their location.
903.2.5 Classification of Signs (MUTCD Section 2A.05)
Standard. Signs shall be defined by their function as follows:
A. Regulatory signs give notice of traffic laws or regulations.
B. Warning signs give notice of a situation that might not be readily apparent.
C. Guide signs show route designations, destinations, directions, distances, services, points of interest and other geographical, recreational, or cultural information.
The order classification of signs shall be defined as follows (refer to Fig 903.2.5):
1. First Order Signing. Signs that are installed in advance of the closest intersection or interchange where motorists turn off of the state highway system to arrive at the desired traffic generator or site. First order signing will always be on state right of way.
2. Second Order Signing. Signs that are installed in advance of the intersection or interchange where motorists turn to access the highway where the first order signing is provided. Second order signing will always be on state right of way and shall require the use of first order signing on state right of way.
3. Third Order Signing. Signs that are installed in advance of the intersection or interchange where motorists turn to access the highway where the second order signing is provided. Third order signing will always be on state right of way and shall require the use of first order and second order signing on state right of way.
Support. In general, as the “order” of signing increases, the functional classification of road stays the same or increases. For example, if first order signing is on a four-lane U.S. route, second order signing should be on another U.S. route, expressway or a freeway. In this example case, second order signing should not be placed on a two-lane lettered route.
903.2.6 Sign Design (MUTCD Section 2A.06)
Support. EPG 903 shows many typical standard signs approved for use on streets, highways, bikeways and pedestrian crossings.
In the specifications for individual signs, the general appearance of the legend, color and size are shown in the accompanying tables and illustrations, and are not always detailed in the text.
Detailed drawings of all highway signs and alphabets are provided by Central Office Highways Safety and Traffic Division.
A highway sign must be legible to those for whom it is intended and be understandable from a distance to permit a proper response. It is desirable for it to be highly visible by day and night and highly legible (e.g., adequately sized letters, symbols or arrows and a short legend for quick comprehension by a road user approaching a sign). Standardized colors and shapes are specified so that the several classes of traffic signs can be promptly recognized. Simplicity and uniformity in design, position, and application are important.
Standard. The term legend shall include all word messages and symbol and arrow designs that are intended to convey specific meanings.
Uniformity in design includes shape, color, dimensions, legends, borders and illumination or retroreflectivity.
Standardization of these designs does not preclude further improvement by minor changes in the proportion or orientation of symbols, width of borders, or layout of word messages, but all shapes and colors shall be as indicated.
All symbols shall be unmistakably similar to, or mirror images of, the adopted symbol signs, all of which are shown in EPG 903. Symbols and colors shall not be modified unless otherwise provided in the EPG. All symbols and colors for signs not shown in the EPG and SMS Sign Catalog shall follow the procedures for experimentation and change described in EPG 903.
Option. Although the standard design of symbol signs cannot be modified, the orientation of the symbol may be changed to better reflect the direction of travel, if appropriate.
Standard. Where a standard word message is applicable, the wording shall be as provided in this article.
In situations where word messages are required other than those provided in this article, the signs shall be of the same shape and color as standard signs of the same functional type.
Option. MoDOT, with the approval of Central Office Highway Safety and Traffic Division, may develop special word message signs in situations where roadway conditions make it necessary to provide road users with additional regulatory, warning or guidance information, such as when road users need to be notified of special regulations or warned about a situation that might not be readily apparent. Unlike colors that have not been assigned or symbols that have not been approved for signs, new word message signs may be used without the need for experimentation.
Standard. Expect as provided in this article and except for the Carpool Information sign, internet addresses and e-mail addresses, including domain names and uniform resource locators (URL), shall not be displayed on any sign, supplemental plaque, sign panel (including logo sign panels on Specific Service signs) or changeable message sign.
Guidance. Unless otherwise provided in this article for a specific sign or as provided in the Option below, telephone numbers with more than four characters should not be displayed on any sign, supplemental plaque, sign panel (including logo sign panels on Specific Service signs) or changeable message sign.
Option. Internet addresses, email addresses or telephone numbers with more than four characters may be displayed on signs, supplemental plaques, sign panels, and changeable message signs that are intended for viewing only by pedestrians, bicyclists, occupants of parked vehicles, or drivers of vehicles on low-speed roadways where engineering judgment indicates that an area is available for drivers to stop out of the traffic flow to read the message.
Standard. Pictographs shall not be displayed on signs except as specifically provided in this article. Pictographs shall be simple, dignified and devoid of any advertising. When used to represent a political jurisdiction (such as a county or municipal corporation) the pictograph shall be the official designation adopted by the jurisdiction. When used to represent a college or university, the pictograph shall be the official seal adopted by the institution. Pictorial representations of university or college programs shall not be permitted to be displayed on a sign
903.2.7 Types of Fabricated Signs
Support. There are two types of sign material available, structural (ST) and sheet (SH).
Sheet signs are sheet aluminum, usually one-piece units, and have several available thicknesses as indicated in the standard plans.
Structural signs are usually made of multiple extruded panels. These signs are used primarily for guide signs on expressways and freeways, but may be found on other routes on a limited basis, and are used on all overhead-mounted signs, including “LOW CLEARANCE” and exit number panels, signs greater than 6 ft. wide, and signs greater than 30 sq. ft. in area.
Extruded panels are composed of a 1 ft. tall "E" shaped aluminum substrate, assembled to a desired height and cut to a uniform width for each sign. These panels are bolted together to form the larger “blank” substrate needed for structural signs.
903.2.8 Sign ID Labels
History. The display of the MoDOT ID label on the front of the sign was standard practice on all signs produced by the MoDOT Sign Production Center (SPC) up to its closing mid-2012 when MoDOT first began outsourcing the production of signs for maintenance operations. MoDOT’s sign fabrication vendors were also required to apply the traditional MoDOT ID on the front of the sign identifying it as Commission Property and listing the penalty for tampering and/or theft. The requirement to add the MoDOT ID label to signs fabricated and installed for construction projects was added to the standard plans in July of 2018.
Beginning mid-2012 with the first sign outsourcing contract, MoDOT’s sign fabrication vendors were also required to add a manufacture ID label on the back of every sign to indicate who fabricated the sign and the date the sign was produced for warranty issues. The warranty of a sign begins the day it was fabricated, not the day it is installed as sign sheeting has a limited life span (10-15 years) so this date is critical to address warranty issues. The manufacturing date can also be used by the department to help manage inventory and assure the oldest sign on the shelf are used first. July 2018 the requirement to add the manufacture ID was added to the standard plans so all signs manufactured and installed on construction projects would include this ID label as well.
Digital printing has been an option with our sign outsourcing contract since 2012. Digital printing is not currently part of our standard plans for contract/warranty issues, it was added to the sign outsourcing contract as a controlled way for the department to gain experience with the technology before adopting it as fabrication technology in our standards. With the renewal of the outsourcing contract in 2018, an additional ID label was added as a requirement for our vendor to make the identification of digitally printed signs easier. A black diamond is required to be applied to the back side of any sign the vendor chooses to fabricate using digital printing technology. While there are ways to identify digitally printed signs, the clues are very subtle, and you must be up close to the sign face to see them. The black diamond on the back side of the sign allows the department to quickly identify these signs from a distance.
The design and location of the vendor ID/fabrication date label and the MoDOT ID label can be found in Standard Plans 903 and the detail for the digital print ID label are found in the sign outsourcing contract.
Standard. Every MoDOT sign, regardless of the type or style, shall have two Identification Labels on the sign. This applies to signs manufactured for maintenance operations as well as those manufactured for construction installations. The first label is the MoDOT ID label placed on the front of the sign which identifies the sign as belonging to MoDOT and defining the penalty for tampering with the sign. The second label is the Vendor ID label placed on the back of the sign and identifies who fabricated the sign, their contact information and the date the sign was manufactured.
Support. The MoDOT ID label on the front of the sign is used to identify the sign as belonging to MoDOT. MoDOT does not sell or give away its signs, only disposing old signs as scrap (see EPG 903.2.21.1 Sign Disposal). If a person is found in possession of a sign(s) with the MoDOT ID label the sign is considered stolen and the label is utilized by law enforcement to take the necessary actions.
The Vendor ID label placed on the back of the sign is used to identify who manufactured the sign and when it was fabricated. This information is used if there is a warranty issue identified with the sign. The warranty for sign sheeting is based on the fabrication date. The fabrication date also permits MoDOT warehouse managers to identify and utilize the oldest stock signs first to assure stock is rotated.
Identification Label design and placement details are shown in Standard Plan 903.02, see Figure 903.2.8 for ID label general appearance.
903.2.9 Retroreflectivity and Illumination (MUTCD Section 2A.07)
Support. There are many materials currently available for retroreflection (see Fig. 903.2.9.1 and Fig. 903.2.9.2) and various methods currently available for the illumination of signs. New materials and methods continue to emerge. New materials and methods can be evaluated as long as the signs meet the standard requirements for color, both by day and by night.
There are two types of reflective sheeting available to MoDOT:
- 1) MoDOT Type III High Intensity Prismatic (R2)
- 2) MoDOT Type VII Prismatic (R4).
For special sign designs, the type of reflective sheeting is noted on the special sign detail sheet (indicated as “BACKGROUND”).
Standard. Regulatory, warning, guide signs and object markers shall be retroreflective or illuminated to show the same shape and similar color by both day and night, unless otherwise provided in this article for a particular sign or group of signs.
The requirements for sign illumination shall not be considered to be satisfied by street or highway lighting.
Guidance. Generally, R2 sheeting should be used on all sign backgrounds. R3 sheeting should be used on all legend and symbols on guide signs.
Overhead sign installations should not be illuminated unless an engineering study shows a need for illumination, e.g. fog prone areas.
Option. Light-emitting diode (LED) units may be used individually within the legend or symbol of a standard highway sign and in the border of a standard highway sign, except for Changeable Message Signs, to improve the conspicuity, increase the legibility of sign legends and borders or provide a changeable message.
Standard. Except for STOP signs, YIELD signs, STOP/SLOW paddles or STOP/STOP paddles, neither individual LEDs nor groups of LEDs shall be placed within the background area of a sign.
If used, the LEDs shall have a maximum diameter of 0.25 in. and shall be the following colors based on the type of sign:
- 1) White or red, if used with STOP or YIELD signs.
- 2) White, if used with regulatory signs other than STOP or YIELD signs.
- 3) White or yellow, if used with warning signs.
- 4) White, if used with guide signs.
- 5) White, yellow, or orange, if used with temporary traffic control signs.
- 6) White or yellow, if used with school area signs.
If flashed, all LED units shall flash simultaneously at a rate of more than 50 and less than 60 times per minute.
The uniformity of the sign design shall be maintained without any decrease in visibility, legibility or driver comprehension during either daytime or nighttime conditions.
Option. For STOP and YIELD signs, LEDs may be placed within the border or within one border width within the background of the sign.
For STOP/SLOW paddles used by flaggers and the STOP paddles used by adult crossing guards, individual LEDs or groups of LEDs may be used.
Support. Other methods of enhancing the conspicuity of standard signs are described in EPG 903.2.17.
Information regarding the use of retroreflective material on the sign support is contained in EPG 903.2.17 Enhanced Conspicuity for Standard Signs.
903.2.10 Maintaining Minimum Retroreflectivity (MUTCD Section 2A.08)
Support. Retroreflectivity is one of several factors associated with maintaining nighttime sign visibility.
Standard. Public agencies or officials having jurisdiction shall use an assessment or management method that is designed to maintain sign retroreflectivity at or above the minimum levels in Table 903.2.10.
Table 903.2.10 Minimum Maintained Retroreflectivity Levels1
|Sign Color||Sheeting Type (ASTM D4956-04)||Additional Criteria|
|Beaded Sheeting||Prismatic Sheeting|
|I||II||III||III, IV, VI, VII, VIII, IX, X|
|White on Green||W*; G ≥ 7||W*; G ≥ 15||W*; G ≥ 25||W ≥ 250; G ≥ 25||Overhead|
|W*; G ≥ 7||W ≥ 120; G ≥ 15||Post-mounted|
|Black on Yellow or Black on Orange||Y*; O*||Y ≥ 50; O ≥ 50||2|
|Y*; O*||Y ≥ 75; O ≥ 75||3|
|White on Red||W ≥ 35; R ≥ 7||4|
|Black on White||W ≥ 50||-|
|1 The minimum maintained retroreflectivity levels shown in this table are in units of cd/lx/m2 measured at an observation angle of 0.2° and an entrance angle of -4.0°.|
|2 For text and fine symbol signs measuring at least 48 in. and for all sizes of bold symbol signs|
|3 For text and fine symbol signs measuring less than 48 in.|
|4 Minimum sign contrast ratio ≥ 3:1 (white retroreflectivity ÷ red retroreflectivity)|
|* This sheeting type shall not be used for this color for this application.|
|Bold Symbol Signs|
|W1-1, 2 - Turn and Curve||W2-7, 8 - Double Side Roads||W11-2 - Pedestrian Crossing|
|W1-3, 4 - Reverse Turn and Curve||W3-1 - Stop Ahead||W11-3, 4, 16-22 - Large Animals|
|W1-5 - Winding Road||W3-2 - Yield Ahead||W11-5 - Farm Equipment|
|W1-6, 7 - Large Arrow||W3-3 - Signal Ahead||W11-6 - Snowmobile Crossing|
|W1-8 - Chevron||W4-1 - Merge||W11-7 - Equestrian Crossing|
|W1-10 - Intersection in Curve||W4-2 - Lane Ends||W11-8 - Fire Station|
|W1-11 - Hairpin Curve||W4-3 - Added Lane||W11-10 - Truck Crossing|
|W1-15 - 270 Degree Loop||W4-5 - Entering Roadway Merge||W12-1 - Double Arrow|
|W2-1 - Cross Road||W4-6 - Entering Roadway Added Lane||W16-5P, 6P, 7P - Pointing Arrow Plaques|
|W2-2, 3 - Side Road||W6-1, 2 - Divided Highway Begins and Ends||W20-7 - Flagger|
|W2-4, 5 - T and Y Intersection||W6-3 - Two-Way Traffic||W21-1 - Worker|
|W2-6 - Circular Intersection||W10-1, 2, 3, 4, 11, 12 - Grade Crossing Advance Warning||-|
|Fine Symbol Signs (symbol signs not listed as bold symbol signs)|
|W3-1 - Stop Ahead: Red retroreflectivity ≥ 7|
|W3-2 - Yield Ahead: Red retroreflectivity ≥ 7; White retroreflectivity ≥ 35|
|W3-3 - Signal Ahead: Red retroreflectivity ≥ 7; Green retroreflectivity ≥ 7|
|W3-5 - Speed Reduction: White retroreflectivity ≥ 50|
|For non-diamond shaped signs, such as W14-3 (No Passing Zone), W4-4P (Cross Traffic Does Not Stop), or W13-1P, 2, 3, 6, 7 (Speed Advisory Plaques), use the largest sign dimension to determine the proper minimum retroreflectivity level.|
Support. Compliance with this provision is achieved by having a method in place and using the method to maintain the minimum levels established in Table 903.2.10. Provided that an assessment or management method is being used, an agency or official having jurisdiction would be in compliance with this provision even if there are some individual signs that do not meet the minimum retroreflectivity levels at a particular point in time.
Guidance. Except for those signs specifically identified in this provision, the following assessment or management methods should be used to maintain sign retroreflectivity:
- Visual Nighttime Inspection – The retroreflectivity of an existing sign is assessed by a trained sign inspector conducting a visual inspection from a moving vehicle during nighttime conditions. Signs that are visually identified by the inspector to have retroreflectivity below the minimum levels should be replaced.
Support. Additional information about this method is contained in EPG 903.
903.2.11 Shapes (MUTCD Section 2A.09)
Standard. Specific shapes, as shown in Table 903.2.11, shall be exclusively used for specific signs or series of signs unless otherwise provided for a particular sign or class of signs.
Table 903.2.11 Use of Sign Shapes
|Equilateral Triangle (1 point down)||Yield*|
|Circle||Grade Crossing Advance Warning*|
|Pennant Shape/Isosceles Triangle (longer axis horizontal)||No Passing*|
|Pentagon (Pointed up)||School Advance Warning Sign (squared bottom corners)*|
|Crossbuck (two rectangles in an "x" configuration)||Grade Crossing*|
|Rectangle (including square)||Regulatory Series
|Trapezoid||No longer used by MoDOT|
|* This sign shall be exclusively the shape shown.|
|**Guide series includes general service, specific service, tourist-oriented directional, general information, recreation and cultural interest area, and emergency management signs.|
903.2.12 Sign Colors (MUTCD Section 2A.10)
Standard. The colors to be used on standard signs and their specific use on these signs shall be as provided in this article. The color coordinates and values shall be as described in Tables 903.2.12.1 and 903.2.12.2 and in 23 CFR, Part 655, Subpart F, Appendix.
Support. As a quick reference, common uses of sign colors are shown in Tables 903.2.12.1 and 903.2.12.2. Color schemes on specific signs are shown in the illustrations located in each appropriate section.
Whenever white is specified in the EPG and in the standard plans as a color, it is understood to include silver-colored retroreflective coatings or elements that reflect white light. The colors coral and light blue are being reserved for uses that will be determined in the future by the FHWA. Information regarding color coding of destinations on guide signs, including community wayfinding signs, is contained in EPG 903.7.3 Color, Retroreflection, and Illumination.
Option. The approved fluorescent version of the standard red, yellow, green or orange color may be used as an alternative to the corresponding standard color.
Table 903.2.12.1 Common Uses of Sign Legend Colors
|Type of Sign||Legend|
|Black||Green||Red||White||Yellow||Orange||Fluorescent Yellow-Green||Fluorescent Pink|
|Road User Service||-||-||-||X||-||-||-||-|
|Temporary Traffic Control1||X||-||-||-||-||-||-||-|
|ETC - Account Only||X||-||-||-||-||-||-||-|
|Changeable Message Signs1||-||-||-||X||X||-||-||-|
|Temporary Traffic Control||-||-||-||-||X||X||-||-|
|School, Pedestrian, Bicycle||-||-||-||-||X||-||X||-|
|1 Exceptions to fluorescent orange is detailed in the standard plans.|
|2 Red is used only for the circle and slash or other red elements of a similar static regulatory sign.|
Table 903.2.12.2 Common Uses of Sign Background Colors
|Type of Sign||Background|
|Black||Blue||Brown||Green||Fluorescent Orange||Red||White||Purple||Flourescent Yellow||Flourescent Yellow-Green||Flourescent Pink|
|Road User Service||-||X||-||-||-||-||-||-||-||-||-|
|Temporary Traffic Control1||-||-||-||-||X||-||-||-||-||-||-|
|Changeable Message Signs1||-||-||-||-||-||-||-||-||-||-||-|
|Temporary Traffic Control||X||-||-||-||-||-||-||-||-||-||-|
|School, Pedestrian, Bicycle||X||-||-||-||-||-||-||-||-||-||-|
|1 Exceptions to fluorescent orange is detailed in the standard plans.|
|2 These alternative background colors would be provided by blue or green lighted pixels such that the entire CMS would be lighted, not just the legend.|
|3 The use of the color purple on signs is restricted.|
903.2.13 Dimensions (MUTCD Section 2A.11)
Support. The MUTCD Standard Highway Signs and Markings book prescribes design details for up to five different sizes depending on the type of traffic facility, including bikeways. MoDOT has predetermined the sizes for all highway signs; refer to the appropriate EPG article. Smaller sizes are designed to be used on bikeways and some other off-road applications. Larger sizes are designed for use on freeways and expressways and can also be used to enhance road user safety and convenience on other facilities, especially on multi-lane divided highways and on undivided highways having five or more lanes of traffic and/or high speeds. The intermediate sizes are designed to be used on other highway types.
Standard. The sign dimensions prescribed in the sign size table in various EPG articles shall be used unless engineering judgment determines that other sizes are appropriate. Where engineering judgment determines that sizes smaller than the prescribed dimensions are appropriate for use, the sign dimensions shall not be less than the minimum dimensions specified in this article. Where engineering judgment determines that sizes that are different than the prescribed dimensions are appropriate for use, standard shapes and colors shall be used and standard proportions shall be retained as much as practical.
Guidance. Increases above the prescribed sizes should be used where greater legibility or emphasis is needed. If signs larger than the prescribed sizes are used, the overall sign dimensions should be increased in 12-inch increments.
When supplemental plaques are installed with larger sized signs, a corresponding increase in the size of the plaque and its legend should also be made. The resulting plaque size should be approximately in the same relative proportion to the larger sized sign as the conventional sized plaque is to the conventional sized sign.
903.2.14 Symbols (MUTCD Section 2A.12)
Standard. Symbol designs shall in all cases be unmistakably similar to those shown in the EPG and the MUTCD Standard Highway Signs and Markings book.
Support. New symbol designs are adopted by the Federal Highway Administration based on research evaluations to determine road user comprehension, sign conspicuity, and sign legibility.
Sometimes a change from word messages to symbols requires significant time for public education and transition. Therefore, this article sometimes includes the practice of using educational plaques to accompany new symbol signs.
Guidance. An educational plaque should accompany new warning or regulatory symbol signs not readily recognizable by the public.
Option. State and/or local highway agencies may conduct research studies to determine road user comprehension, sign conspicuity, and sign legibility.
Educational plaques may be left in place as long as they are in serviceable condition.
Guidance. Although most standard symbols are oriented facing left, mirror images of these symbols should be used where the reverse orientation might better convey to road users a direction of movement.
Standard. A symbol used for a given category of signs (regulatory, warning or guide) shall not be used for a different category of signs, except as specifically authorized in this article.
Except as provided in this article, a recreational and cultural interest area symbol shall not be used on streets or highways outside of recreational and cultural interest areas.
A recreational and cultural interest area guide sign symbol shall not be used on any regulatory or warning sign on any street, road or highway.
Option. A recreational and cultural interest area guide sign symbol may be used on a highway guide sign outside a recreational and cultural interest area to supplement a comparable word message for which there is no approved symbol for that message.
903.2.15 Word Messages (MUTCD Section 2A.13)
Standard. Except as provided in EPG 903.2.6 Sign Design, all word messages shall use standard wording and letters as shown in this article, the EPG and the MUTCD Standard Highway Signs and Markings book. Any non-standard or variable sign shall be detailed by Central Office Highway Safety and Traffic Division.
Guidance. Word messages should be as brief as possible and the lettering is to be large enough to provide the necessary legibility distance. A minimum specific ratio of 1 in. of letter height per 30 ft. of legibility distance should be used.
Abbreviations (refer to EPG 900 Traffic Control) should be kept to a minimum.
Word messages should not contain periods, apostrophes, question marks, ampersands or other punctuation or characters that are not letters, numerals or hyphens unless necessary to avoid confusion.
The solidus (slanted line or forward slash) is intended to be used for fractions only and should not be used to separate words on the same line of legend. Instead, a hyphen should be used for this purpose.
Standard. Fractions shall be displayed with the numerator and denominator diagonally arranged about the solidus (slanted line or forward slash). The overall height of the fraction is measured from the top of the numerator to the bottom of the denominator, each of which is vertically aligned with the upper and lower ends of the solidus. The overall height of the fraction shall be determined by the height of the numerals within the fraction, and shall be 1.5 times the height of an individual numeral within the fraction.
Support. The MUTCD Standard Highway Signs and Markings book contains details regarding the layouts of fractions on signs.
Guidance. When initials are used to represent an abbreviation for separate words (such as “U S” for United States route), the initials should be separated by a space of between ½ and ¾ of the letter height of the initials. When an Interstate route is displayed in text form instead of using the route shield, a hyphen should be used for clarity, such as “I-70”.
Standard. All sign lettering shall be in upper-case letters as established in the EPG and the MUTCD Standard Highway Signs and Markings book unless otherwise provided in this article for a particular sign or type of message.
The sign lettering for names of places, streets and highways shall be composed of a combination of lower-case letters with initial upper-case letters.
Support. Letter height is expressed in terms of the height of an upper-case letter. For mixed-case legends (those composed of an initial upper-case letter followed by lower-case letters), the height of the lower-case letters is derived from the specified height of the initial upper-case letter based on prescribed ratio. Letter heights for mixed-case legends might be expressed in terms of both the upper- and lower-case letters, or in terms of the initial upper-case letter alone. When the height of a lower-case letter is specified or determined from the prescribed ratio, the reference is to the nominal loop height of the letter. The term loop height refers to the portion of a lower-case letter that excludes any ascending or descending stems or tails of the letter, such as with the letters “d” or “q”. The nominal loop height is equal to the actual height of a non-rounded lower-case letter whose form does not include ascending or descending stems or tails, such as the letter “x.” The rounded portions of a lower-case letter extend slightly above and below the baselines projected from the top and bottom of such a non-rounded letter so that the appearance of a uniform letter height within a word is achieved. The actual loop height of a rounded lower-case letter is slightly greater than the nominal loop height and this additional height is excluded from the expression of the lower-case letter height.
Standard. When a mixed-case legend is used, the height of the lower-case letters shall be ¾ of the height of the initial upper-case letter.
The unique letter forms for each of the Standard Alphabet series shall not be stretched, compressed, warped or otherwise manipulated.
Support. EPG 903.7.4 Size of Signs contains information regarding the acceptable methods of modifying the length of a word for a given letter height and series.
903.2.16 Sign Borders (MUTCD Section 2A.14)
Standard. Unless otherwise provided, each sign illustrated in the EPG shall have a border of the same color as the legend, at or just inside the edge.
The corners of all sign borders shall be rounded, except for STOP signs.
Guidance. A dark border on a light background should be set in from the edge, while a light border on a dark background should extend to the edge of the sign.
903.2.17 Enhanced Conspicuity for Standard Signs (MUTCD Section 2A.15)
Option. Based upon engineering judgment, where the improvement of the conspicuity of a standard regulatory, warning, or guide sign is desired, any of the following methods may be used, as appropriate, to enhance the sign’s conspicuity (see Fig. 903.2.17.1):
A. Increasing the size of a standard regulatory, warning, or guide sign.
B. Doubling-up of a standard regulatory, warning, or guide sign by adding a second identical sign on the left-hand side of the roadway.
C. Adding one or more red flags (cloth or retroreflective sheeting) above a standard regulatory or warning sign, with the flags oriented so as to be at 45 degrees to the vertical.
D. Adding a solid fluorescent yellow rectangular plaque above a standard regulatory sign, with the width of the panel corresponding to the width of the standard regulatory sign. A legend of “NOTICE” may be added in black letters within the plaque determined by engineering judgment (see EPG 903.6.58 NOTICE Plaque).
E. Adding a diagonally striped black and fluorescent yellow strip of retroreflective sheeting around the perimeter of a standard warning sign.
F. Adding a warning beacon (see EPG 902 Signals) to a standard regulatory (other than a STOP or a Speed Limit sign), warning, or guide sign.
G. Adding a speed limit sign beacon (see EPG 902) to a standard Speed Limit sign.
H. Adding a stop beacon (see EPG 902) to a STOP sign.
I. Adding light emitting diode (LED) units within the symbol or legend of a sign or border of a standard regulatory, warning, or guide sign, as provided in EPG 903.2.9.
J. Adding a strip of retroreflective material to the sign support. The retroreflective strip is an aluminum sub straight 4 in. wide and 6 ft. long mounted to sign support directly below the sign. The color of the retroreflective materials shall match the background color of the sign, expect that the color of the strip for YIELD and DO NOT ENTER signs shall be red.
K. Using other methods that are specifically allowed for certain signs as described elsewhere in the EPG.
Support. Sign conspicuity improvements can also be achieved by removing non-essential and illegal signs from the right of way (see EPG 900), and by relocating signs to provide better spacing.
Standard. Strobe lights shall not be used to enhance the conspicuity of highway signs.
If installed for improvement of the conspicuity of intersection signing, the WATCH FOR APPROACHING TRAFFIC (special) sign shall be used, see Fig. 903.2.17.2.
If plaques are used, they shall be installed below the main sign, up to two plaques.
A warning beacon shall be set on steady flash if a problem would occur with the beacon.
If a strip of retroreflective material is used on the sign support, it shall be at least 4 inches wide, it shall be placed for the full length of the support from the sign to within 4 feet above the edge of the roadway, and its color shall match the background color of the sign, except that the color of the strip for the YIELD and DO NOT ENTER signs shall be red.
Option. The FROM LEFT or FROM RIGHT (special) plaque may be used.
Guidance. Routine inspection of the beacon should be done and determined by the district.
903.2.18 Standardization of Sign Location (MUTCD Section 2A.16)
Support. Standardization of position cannot always be attained in practice. Examples of heights and lateral locations of signs for typical installations are illustrated in Fig. 903.2.18.1 and examples of locations for typical signs at intersections are illustrated in Fig. 903.2.18.2.
Standard. Signs requiring separate decisions by the traveler shall be spaced sufficiently far apart for the appropriate decisions to be made. One of the factors considered when determining the appropriate spacing shall be the posted or 85th-percentile speed.
Guidance. Mainline signs on freeways and expressways should be visible a minimum of 800 feet and signs on conventional roads should be visible a minimum of 200 feet (minimum sign spacing in the MUTCD sections 2D and 2E). These distances should be considered when determining spacing between signs and when evaluating sign legibility during sign inspections. When these minimum sign spacing distances are not achievable, engineering judgement should be used to determine if the sign can be relocated to improve visibility, provide advance signing or determine if a reduced sign spacing distance is appropriate.
Signs should be located on the right-hand side of the roadway where they are easily recognized and understood by travelers. Signs in other locations should be considered only as supplementary to signs in the normal locations, except as otherwise provided in this article.
Signs should be individually installed on separate posts or mountings except where:
- A. One sign supplements another, or
- B. Route or directional signs are grouped to clarify information to motorists, or
- C. Regulatory signs that do not conflict with each other are grouped, such as turn prohibition signs posted with ONE WAY signs or a parking regulation sign posted with a speed limit sign.
- D. Street name signs are posted with a STOP or YIELD sign.
Signs should be located so that they:
- A. On right of way, are installed on a breakaway assembly, regardless of where they are located;
- B. Optimize nighttime visibility;
- C. Minimize the effects of mud splatter and debris;
- D. Do not obscure each other;
- E. Do not obscure the sight distance to approaching vehicles on the major street for drivers who are stopped on minor-street approaches;
- F. Are not hidden from view; and
- G. Do not block view of intersection.
Support. The clear zone is the roadside border area measured from the edge of the pavement that is available for the safe use by errant vehicles as determined according to the EPG. The width of the clear zone depends on traffic volumes, speeds and roadside geometry.
Guidance. Because of increased traffic, an order of sign installation priority should be established to provide travelers with regulatory, warning, and guidance information.
Support. An order of priority is especially critical where space is limited for sign installation and there is a demand for several different types of signs. Overloading motorists with too much information is not desirable.
Guidance. Because regulatory and warning information is more critical to travelers than guidance information, regulatory and warning signing whose location is critical should be displayed rather than guide signing in cases where conflicts occur. Community wayfinding and acknowledgment guide signs should have a lower priority as to placement than other guide signs. Information of a lesser critical nature should be moved to less critical locations or omitted.
Option. Signs may be placed on median islands or on the left-hand side of the road under some circumstances, such as on curves to the right. A supplementary sign located on the left-hand side of the roadway may be used on a multi-lane road where traffic in a lane to the right might obstruct the view to the right.
Guidance. In urban areas where crosswalks exist, signs should not be placed within 4 ft. in advance of the crosswalk.
903.2.19 Sign and Post Inventory and Storage
Support. MoDOT allocates millions of dollars each year to maintain almost 700,000 signs installed along its highways. To maintain these signs in an efficient and timely manner, appropriate sign and post inventories need to be maintained. Sign inventories need to include Priority 1 and Priority 2 signs and may include other high use signs to make ordering and request fulfilment more efficient.
To maintain the appropriate inventory level of priority and high usage signs, the inventory levels need to be based on the historical usage of each sign by the district, a level which will allow timely repairs to signs in the field, yet not represent a waste of resources with an overabundance of inventory or signs that exceed their shelf-life.
Maintaining appropriate inventory levels for each sign post is also critical for timely sign maintenance. Each post type has different lead times which must be accounted for when determining appropriate inventory levels. Pipe and Wide Flange posts are MoDOT specific designs and must be fabricated when ordered which results in very long lead times for delivery. Other post types tend to be more readily available and in stock with our vendors resulting in a shorter delivery time, such as PSST and U-channel posts.
Guidance. Given the importance of maintaining an inventory of signs and posts and the value of this resource, districts should consider assigning the duties of warehouse management to an individual, or individuals. Typical duties of an individual(s) who manages these inventories can include ordering signs and posts, receiving and inspecting signs from vendors, maintaining the district warehouse inventory of signs and posts and processing sign and post needs from field crews. This may also include delivering these materials to some or all remote locations within a district. Without proper management, inventories can easily grow out of control or be insufficient to meet the needs of the field crews.
Standard. Districts shall determine their maximum inventory levels by using the sign and post usage reports, running each report at the beginning of each fiscal year. The reports will identify the maximum and minimum recommended levels for each sign and post commodity. These reports will calculate the values based on the average usage over the previous 36 months from the date the reports are run. The average of the past 36 months will flatten spikes in any given year which will result in maximum levels being too high or low.
903.2.19.1 Supply Items (Non-Inventory Items)
Support. There are many components used to install and maintain signs, these can be broken down into two categories; inventory items and supplies, see Table 903.2.19.1. Supplies are those items that are not individually inventoried and are generally smaller items purchased in larger quantities. These items will not have commodity codes associated with them as Inventory Items typically do. Guidance for inventory items can be found in subsequent sections of this article.
|Inventory Items||Supply Items|
|Wide Flange Post / Stub||Base Bolts / Washers / Nuts / Concrete Anchors|
|Pipe Post / Stub||Bolt Retainer Plates|
|PSST Post / Anchor (7 gauge & 12 gauge)||Brass Shims|
|Channel Post / Stub||Dent Breakaway Bolts|
|Wood Post||Wide Flange Breakaway Bolts / Washers / Nuts|
|PSST 2.25" Insert (72" X 2.25")||PSST Post Splice (12" X 1.75" and 2.25" PSST)|
|PSST Surface Mount Bases (for 2" and 2.5")||Aluminum Backer Bar|
|PSST Redi-Torque Assembly (for 2.5")||Slip Base Parts (top only, wedge, replacement bolt)|
|PSST Kleen Break Assemblies (for 2")||Wood Post Clamps|
|PSST Snap n Safe Couplers (for 2" and 2.5")||Pipe Post Clamps|
|Pipe Post Caps|
|PSST Bolts / Washers / Nuts|
|Nylon Sign Washers|
|Ready Mix Concrete|
|Bags of Concrete|
|Pole Setting Foam|
Guidance. While supplies are not tracked and counted as inventory, these items should still be managed in an efficient manner. Like inventoried items, the quantity of any given supply should be based on the district’s average 36-month usage. The maximum inventory level for each supply item should not exceed the average 3-month usage rate and the minimum inventory level should be based on the time it takes to order and receive the supply item.
903.2.19.2 Sign Inventory
Support. Signs have a shelf-life and a warranty; the warranty begins the day the sign is fabricated. All signs have a manufacturer’s ID decal on the back of the sign which includes the date of manufacturing that can be used to determine the age of signs in inventory.
The need for inventory of signs is based on the priorities assigned to sign replacement and maintenance and is focused on Priority 1 and Priority 2 signs. These are signs which are critical to the safety of the roadway and need to be readily available to repair or replace damaged or missing signs in a short period of time, see EPG 903.2.23 Emergency Response for lists of priority signs and the required repair time. Priority 1 and Priority 2 sign repairs cannot wait for a sign to be ordered, manufactured and shipped resulting in the need to keep a reasonable number of each type of sign on hand to fulfill these work orders.
Standard. Priority 1 and Priority 2 signs shall be maintained in inventory to facilitate timely repairs. For Priority 2 signs with usage less than 1 per year, a single sign shall be inventoried, or a 7-day accelerated order shall be used to acquire the sign when needed.
Inventory levels for signs shall be based on the district’s average 36-month usage report for all sign commodities. The maximum inventory level for each sign commodity shall not exceed the average 3-month usage rate. The minimum inventory should be no less than your average usage in one month.
The maximum inventory levels for signs are maintained at the district warehouse. Local maintenance buildings shall keep small inventories of Priority 1 signs and may keep a small inventory of select Priority 2 signs (see Figures 903.2.19.2.1 thru 903.2.19.2.2.5).
As signs are pulled from MoDOT inventories, the oldest signs shall be used first to ensure the department gets the maximum life from any given sign and to ensure inventory doesn’t exceed its shelf-life. The age of the sign is determined by the manufacturing date found on the manufacture’s ID on the back of the sign.
Option. Maximum inventory levels of signs may exceed the 3-month usage when signs are ordered to fulfill the needs of specific work orders generated by annual sign log inspections. To avoid an overabundance of signs at a building and to avoid overloading our vendors, orders need to be submitted at a rate that closely matches the crew’s ability to install the signs once they are delivered. These temporary inventory levels must be installed for the locations they were ordered for in less than a year.
Guidance. Minimum inventory levels for each sign should be equal to the average 1-month usage rate. This would be the quantity of signs expected to be used during the time it takes the vendor to resupply the inventory with a new order.
|Sign Priority||Inventory Levels*||Kept in Stock|
|Priority 1||3 months||1 month||Required|
|Priority 2||3 months||1 month||Required|
|Priority 3 high usage||3 months||1 month||Optional|
|Priority 3 low usage||0||0||Not Recommended|
|* Inventory levels of each sign number are based on the 36-month average usage for the district|
903.2.19.3 Sign Storage and Handling
Support. Proper storage and handling of highway signs before and during installation is critical to achieve the maximum sign life and effectiveness. Sign sheeting is easily damaged by impacts, abrasions, weight, heat and moisture before installation. Sign sheeting has a minimum of a 10-year warranty from the date of fabrication, however, this warranty is void if the sheeting is damaged due to improper storage or handling.
Standard. Flat sheet signs shall be stored indoors in a cool and dry environment with the signs being placed in the racks on their edge. If for some reason signs are wet in storage or shipping, they shall be removed from any packaging immediately, separated and placed on their vertical edge so they can air dry.
Support. Extruded panel signs should be stored indoors in a cool and dry location, however, given the size of these signs this is not always possible. If extruded panel must be stored outdoors, they need to be kept dry. Ideally, signs would be removed from their packaging, assembled (in whole or in pieces) and temporarily mounted to posts or an A-frame trailer so water can shed off of the sign face and air dry as if they were installed permanently.
During transport, flat sheet signs should be carried on their vertical edge and both flat sheet and extruded signs (and pieces of signs) should be secured so the sign sheeting side of the signs do not rub on one another or against the vehicles causing damage.
903.2.19.4 Post Inventory
Support. Unlike signs, sign posts do not have a shelf-life. While they can be stored indefinitely without loss of integrity, it is still critical to properly manage inventory levels to ensure the best use of MoDOT resources.
|Post Type||Post Size||Inventory Levels||Kept in Stock|
|U-Channel||3 lb/ft||3 months||2 months||Required|
|PSST||2x2||3 months||1.5 months||Required|
|2.5x2.5||3 months||1.5 months||Required|
|Pipe***||2.5" ID||6 months||3 months or 2 posts||Recommended**|
|3" ID||6 months||3 months or 2 posts||Recommended**|
|4" ID||6 months||3 months or 2 posts||Recommended**|
|Wide Flange***||#1||6 months||3 months or 3 posts||Recommended**|
|#2||6 months||3 months or 3 posts||Recommended**|
|#3||6 months||3 months or 3 posts||Recommended**|
|#4||6 months||3 months or 3 posts||Recommended**|
|#5||6 months||3 months or 3 posts||Recommended**|
|#6||6 months||3 months or 3 posts||Recommended**|
|* Minimum inventory levels based on contract delivery period of each post type|
|** Given the long lead times for acquiring these types of posts, it is recommended districts keep the minimum levels indicated unless a size is extremely rarely used in a district. If one set of posts are retained as a minimum, the longest length that may be needed should be what is retained.|
|*** If a district has inventory greater than the maximum listed, the posts shall be retained, and their availability made known to the rest of the state. They shall not be scrapped unless they no longer meet MoDOT specifications.|
903.2.19.4.1 Wood, U-Channel and PSST Posts
Standard. Inventory levels for these posts shall be based on the district’s average 36-month usage report for all post commodities. The maximum inventory level for each U-Channel and PSST post commodity shall not exceed the average 3-month usage rate. Minimum inventory levels for these posts should typically equal the average number of posts used during the length of time it takes to order and receive new posts.
Wood posts shall be purchased on an as needed basis from local sources not only to minimize inventory levels, but to minimize the chances of waste due to the tendency of a wood post to warp and twist over time.
Option. Maximum inventory levels of sign posts may exceed 3-month usage when posts are ordered to fulfill the needs of specific work orders generated by annual sign log inspections. To avoid an overabundance of sign posts at a building and to avoid overloading our vendors, orders need to be submitted at a rate that closely matches the crew’s ability to install signs and posts once they are delivered. These temporary inventory levels must be installed for the locations they were ordered for in less than a year.
903.2.19.4.2 Pipe and Wide Flange (I-Beam) Posts
Support. Pipe and Wide Flange posts are unique in that they are far more expensive to purchase compared to other MoDOT standard posts. These designs are specific to MoDOT so a vendor must fabricate these post types as the orders are received resulting in long lead times for delivery. The usage rates for these posts, especially for certain sizes of posts, are not as regular as other types of posts. As a result, an inventory based on the 36-month average usage may not result in the proper number of posts in inventory.
Each post type comes in a variety of different lengths and each length is individually inventoried. This variety of inventoried lengths was established to provide posts in inventory that would be as close to the length needed to reduce the amount of waste as posts were trimmed to the proper length. This method was established when post usage on all posts was much higher and inventory level management was not as critical.
Standard. Inventory levels for these posts shall be based on the district’s average 36-month usage report for all post commodities. The maximum inventory level for each Pipe and Wide Flange post commodity shall not exceed the average 6-month usage rate.
Guidance. Minimum inventory levels for these posts should typically equal the average number of posts used during the length of time it takes to order and receive new posts. However, due to the long delivery lead times for Pipe and Wide Flange posts, the minimum quantity for these posts typically should not be zero unless a size of post is very rarely used in the district. In these cases, a minimum quantity of 2-3 should be kept on hand to repair or install one sign for emergency situations.
For low usage post types, such as structural #6 Wide Flange posts, it is important to have posts on hand for unexpected needs; however, maintaining a minimum inventory of all available sizes is not recommended. For these low usage posts, the longest post length that may be needed in the district is what should be inventoried, and any actual length needed can be cut from this length. While this will likely generate greater waste as more posts may be cut off to size the post for the need, this waste is preferred over excessive numbers of posts of various lengths on inventory.
903.2.19.4.3 Post Storage and Handling
Support. Unlike signs, posts do not have a shelf life and can be stored indefinitely without loss of integrity if stored properly.
Standard. Sign posts shall be stored up off the ground to avoid corrosion that would result from ground contact.
Guidance. If the galvanized coating of the posts is damaged, it should be patched using a zinc-based product to prevent corrosion.
903.2.20 Sign and Post Ordering
Support. Ordering practices have a direct impact on pricing and vendor participation in our contracts. The primary factor is the quantity of materials ordered at one time and more specifically placing small orders for items which are expensive to ship like sign posts and signs. Shipping costs per item for large items tends to decrease as quantities increase. As an example, the shipping costs for 20 posts on a flatbed truck is the same as it is for a shipment of 200 posts, but if posts are ordered in quantities of 20, the cost of each post is higher as the shipping costs are associated to a smaller number of posts.
903.2.20.1 Sign Ordering
Support. MoDOT began outsourcing the fabrication of signs for maintenance operations and closed its Sign Production Center in 2012. This change also incorporated many modifications to the way MoDOT did business. MoDOT eliminated many department specific sign designs and adopted federal sign standards. The funding for the acquisition of signs was transferred from central office to the districts and the sign ordering practices were structured to better accommodate acquiring signs through a 3rd party vendor.
MoDOT’s sign outsourcing contract is set up on a weekly cycle format. Orders are submitted to the vendor on Wednesday of each week with normal delivery time being 21 calendar days starting on the next day (Thursday). There are accelerated delivery timelines for special needs, 7-day and 14-day deliveries, that can be submitted any day of the week. There is also a 36-hour rush order; however, this is only utilized for critical needs and its use must be approved by Highway Safety and Traffic. Pricing for signs in this contract is by square foot and the contract is separated into three categories of flat sheet signs, extruded panel signs and a unique category that contains items such as stop/slow paddles and delineators. The way sign orders are assembled has a dramatic impact on the amount of time it takes to process them once submitted. The following guidance was developed to help stream-line the process and control the overall cost of the signs MoDOT purchases.
Guidance. A district sign warehouse inventory should fill a large portion of sign requests for Priority 1 and Priority 2 signs as well as high usage signs. Requests for signs not kept in inventory should be consolidated and added to a weekly sign order. Replenishment of inventory should also be added to the weekly sign order. Weekly orders should be submitted as a normal 21-day order with 7-day and 14-day accelerated orders being reserved for special cases where a sign (or small number of signs) must be received more quickly. These accelerated orders need to be used sparingly as it places an extra burden on our vendor that can affect their ability to fulfill orders for the rest of the state if overused.
Sign orders are established to match the contract format so like sign types are contained on a given order resulting in one order per week for:
- Flat sheet signs
- o Adopt-a-Highway (as its own flat sheet order)
- Structural signs
- Unique signs.
If the number of sign requests per sign order exceeds the maximum limit of 99 lines, more than one weekly sign order shall be submitted for that sign type.
Individual sign requests for like sign numbers and sizes should be pulled from stock, and a consolidated sign request should be submitted to replenish stock. This minimizes the time it takes for Highway Safety and Traffic Division to review and process sign orders, but more importantly, makes it more efficient for our vendor to determine what signs need to be fabricated for the state each week.
The weekly sign ordering process takes place as follows:
- Thursday through Tuesday – District warehouses receive and process sign requests from the field, filling requests from stock when possible and adding others to the list of signs to add to the weekly vendor order in the Sign Management System (SMS).
- Tuesday – All vendor orders for the week need to be submitted Tuesday afternoon and no later than 5:00 pm so they will interface with SAM II for the creation of purchase orders that night. The vendor orders may be submitted earlier if employees are out of the office on Tuesday, but this will count toward the districts one purchase order per sign type for the week.
- Wednesday – All purchase orders should be submitted to Central Office Highway Safety and Traffic Division by 10 am.
- Expedited purchase orders – 36-hour rush, 7 day, and 14-day orders may be sent to Central Office Highway Safety and Traffic Division any weekday. A district should give additional notice by phone or email of these orders, preferably in advance when the sign is first requested.
- Receiving Signs – The district has five (5) business days after receipt of order (ARO) to notify the contractor of any visible damage or specification compliance issues. After the five (5) working days the contractor will still be responsible for correcting any issues relating to specifications, quantity and quality, but liquidated damages will no longer be applicable. The contractor will not be responsible to correct any damages not identified within the first five (5) business after receipt of the signs. The contractor shall replace any sign(s) that fails inspection within the original delivery timeframe. The contractor shall understand and agree any replacement sign(s) that is shipped beyond the original delivery timeframe shall be subject to liquidated damages.
- Liquidated Damages – While it is not MoDOT’s intent to negatively impact our vendors by imposing liquidated damages, this contractual condition does ensure MoDOT’s orders receive priority.
- Shipping Locations – To keep sign costs as low as possible, the MoDOT shipping locations have been limited to the sign warehouses in NW, NE, KC, CD and SL only. Due to the geographical size of SW and SE districts, each has a secondary delivery location at their regional offices in Joplin and Willow Springs. While it would be more efficient for MoDOT to have signs shipped directly to each maintenance building, the shipping costs would be so extreme it would drive the cost of signs beyond acceptable limits.
903.2.20.2 Post Ordering
Guidance. Post orders should incorporate quantities to replenish inventories at the district warehouse location as well as any additional needs at the various maintenance buildings to make these orders as cost effective as possible.
Standard. Due to the higher cost, long lead times for acquisition and sometimes erratic usage of Pipe and Wide Flange posts, districts shall first determine if the posts they need are available in any other district before ordering. At the time this guidance was drafted, there was excess inventory in the state for Pipe and Wide Flange posts which needed to be utilized.
Option. Once the state-wide inventory levels of Pipe and Wide Flange posts are normalized and the excess inventory is used, the practice of looking at state-wide inventories of Pipe and Wide Flange posts may be used to fulfill the need for these posts if the posts are needed more quickly than the vendor can supply them.
903.2.21 Sign and Post Disposal
Support. Signs and Posts are state property and as such when no longer needed due to being obsolete, damaged or reaching the end of their service life need to be disposed of through the competitive bid process like any other MoDOT property.
903.2.21.1 Sign Disposal
History. During the operations of MoDOT’s Sign Production Center (SPC), old signs were shipped to the Moberly Correctional Center where they were sorted and stored until the SPC submitted a request. Once the request was received, the prison would clean and straighten the appropriate sign blanks from the reclaimed inventory and ship to the SPC for production. At the peak, 75% of the sign the SPC produced were on these reclaimed sign blanks. When sign production was first outsourced, the use of reclaimed sign blanks was investigated; however, the shipping cost to the prison and then to the vendor was cost prohibitive, making the use of reclaimed sign blanks more expensive than the use of new aluminum. As a result, old signs are now sold for scrap at the end of their service life.
Support. All signs, including those that have reached the end of their service life or signs in warehouses which have become obsolete, are state property and must be disposed of as scrap. MoDOT’s policy does not permit the transfer ownership of its signs, other than selling signs as scrap, to other entities. This makes prosecution for sign theft easy as anyone who is in the possession of one of these signs could not have legally acquired it.
Standard. When signs are removed from the field or warehouse inventory, they shall be collected and sold as scrap following General Services policies for the disposal of state materials. The disposal of signs that are traffic control devices, whose use is regulated by state and federal law, includes an additional step. Any traffic control devices which are taken out of service and scrapped (signs, signal heads, changeable message signs, etc.) must be sold using the GS-23 Bill of Sale of Traffic Control Devices. The GS-23 contains a legal statement the purchaser of these materials is prohibited from reselling them in the form of traffic control devices, and reads:
- (3) TRAFFIC CONTROL DEVICES TO BE USED AS SCRAP ONLY: The Buyer shall use traffic control devices purchased under this Bill of Sale for purposes other than traffic control unless the buyer is a political subdivision of the State of Missouri or authorized contractor. These materials shall not be sold or distributed in their current forms as traffic control devices. In the event the Buyer chooses to sell said traffic control devices, the Buyer shall, prior to any sale, permanently deface or otherwise disable the traffic control devices to impede their use in current form as traffic control devices. Buyer also acknowledges that the Manual on Uniform Traffic Control Devices, 23 CFR 655, 23 USC 109(d) and 23 USC 402(a) apply to the use of traffic control devices and do not allow the presentation of advertising messages or other messages unrelated to traffic control on a traffic control device. Buyer also acknowledges that Buyer has read and understands Missouri Statute 304.321, attached.
When sign inventory levels are managed correctly, there is typically no need to dispose of new/unused signs unless they are damaged. However, if guidance from Highway Safety and Traffic Division is given to purge certain signs from inventory before use, these signs shall be disposed of in the same manner as used signs.
903.2.21.2 Post Disposal
Support. Unlike signs, posts do not have a shelf-life so they can be stored indefinitely until needed.
Standard. The only time unused sign posts, stubs, hardware, etc. shall be sold as scrap is if those materials have been identified as no longer meeting state specifications. These materials shall remain in inventory until the district, or another district, is able to utilize them. Used and damaged sign posts, stubs and hardware shall be disposed of as scrap following standard GS procedures.
903.2.22 Sign Inspection
Support. Sign inspection is critical to the maintenance of MoDOT’s highway signs. The process assures we identify deficient signs, establishes the sign maintenance program for the year and is the department’s means to complying with federal sign maintenance standards.
Night time visual sign inspections are used to evaluate MoDOT’s signs as sign visibility is the most critical and difficult to achieve during dark conditions. Signs become more critical at night as other visual cues a driver needs are going to fade away in the dark (trees, ditches, etc.). Night time crashes are also typically higher compared to daytime crashes making highly visible signs a key tool to help reduce crashes.
|Sign Log Inspection Guidance|
Inspectors need to view the signs during the inspection from the perspective of the motorist, from the driver seat, traveling in the lane and looking at the signs from the distances a driver needs to see the sign from to make appropriate decisions. In addition to the guidance which follows, the Sign Log Inspection Guidance Training PowerPoint walks an inspector through the process and provides photographic examples of what to look for during an inspection.
Standard. All MoDOT signs shall be inspected every other year based on the county they are located in. Figure 903.2.22.1, and Table 903.2.22 for the county inspection schedule, indicates which counties shall be inspected in the even and odd year cycles.
Options. There are sign deficiencies which can be easily identified during normal day time operations outside the annual night time inspection period. Typical deficiencies that are easy to identify during the day can include:
- Vegetation growing in front of signs
- Signs which are leaning and out of plumb or twisted away from traffic
- Signs mounted on the incorrect post or have the incorrect number of posts
- Missing breakaway devices or the breakaway device is incorrectly assembled
- o These are deficiencies which cannot be identified at night but can represent serious safety issues for the public.
- Sign faces which have faded colors, pealing sign legend or sign sheeting
- Signs which have been physically damaged by impacts, gun shots, etc.
Correcting deficiencies such as these outside the annual night time inspection will result in fewer deficiencies identified during the inspection and will result in the inspection taking less time to complete.
Standard. Annual night sign log inspections shall follow these basic criteria:
- Signs shall be inspected 1 hour after sunset and at least 1 hour prior to sunrise to ensure complete darkness
- Signs shall be inspected with low beam headlights
- Keep interior lights off so eyes are acclimated to darkness (dim lights are OK to illuminate computer keyboard)
- Once frost and/or dew begin to settle on the signs (thus affecting retroreflectivity), discontinue inspections
- Signs on side streets shall be inspected by driving the side street approaching the sign
- The sign legend and background colors should be recognizable both day and night (for example, a guide sign's white legend should be clearly visible and the background should be recognizable as green). If not, replace the sign.
- If inspection takes place after leaves have dropped and tree limbs fall within the view of the sign, but do not obscure sign: trim limbs to account for the time when leaves will regrow
- Inspection vehicles should be typical cars, SUVs or pickups, 2002 or newer
- Two-person inspection crews for safety
- Inspection conducted from travel lane (not shoulder) and conducted at normal travel speed
- Headlights should be cleaned before inspection begins. Clouded or hazed lenses should be polished
- Headlights should be checked to ensure they are properly aimed.
Signs shall be visible from the following distances:
- Flat Sheet Signs must be visible from approximately 300 ft to provide drivers enough time to see and react to the sign. Any deficiencies which prohibit a sign from being seen at this minimum distance shall be identified in the inspection and corrected.
- Structural Signs (Extruded Panel Substrate) must be visible and legible from a minimum of approximately 300 ft. on two-lane roadways and 600 ft. on multilane highways (based on 30 ft. visibility for every 1 in. of legend height, per EPG 903.2.15 Word Messages).
Issues that can affect sign visibility and shall be corrected are, but are not limited to:
- Sign sheeting which has fallen below acceptable performance levels
- Vegetation or other obstructions blocking the view of the sign
- Sign installation location, requiring sign to be moved to a better more visible location
- Damage to the sign face, such as gun shots, paint ball or other vandalism activities
Sign posts shall be within acceptable tolerances of being vertically plumb (see Figure 903.2.22.2, below) and must hold the sign perpendicular to the travel way unless the sign type and installation intentionally requires the sign to be parallel to the roadway. Sign posts out of plumb and not supporting the sign in the proper orientation to the roadway shall be repaired or replaced as necessary.
Signs shall be inspected to assure they are at the proper mounting height above the roadway and above the ground. Any deficiencies shall be corrected as mounting heights affect not only visibility of the sign, but also the breakaway characteristics / safety of the sign (see EPG 903.2.18 Standardization of Sign Location for details):
- Non-Wide Flange sign installations shall have a mounting height of 5 ft. above the roadway on two-lane roadways and 7 ft. above the roadway inside city limits or on freeways or expressways (does not include object markers, chevrons, supplemental plaques or any other special sign mounting criteria).
- o The length of any post of a non-Wide Flange sign installation shall be a minimum of 5 ft measured from the ground to the bottom of the sign
- Wide Flange sign installations shall have a mounting height of 7 ft 6 in above the roadway.
- o The length of the shortest post of an Wide Flange sign installation shall be a minimum of 7 ft 9 in measured from the breakaway to the hinge point for breakaway performance.
- o Post spacing for #3 through #6 Wide Flange posts shall be spaced a minimum of 7 ft apart from one another in order to meet federal breakaway standards.
Deficiencies in the number or spacing of posts shall also be identified and corrected. The number and spacing of posts are based on the guidance found in the post selection tools in EPG 903.3. Having the proper number, size and spacing of posts not only assures a long-lasting sign assembly, but incorrect installations can dramatically affect the breakaway characteristics of the sign assembly.
903.2.23 Emergency Response
Support. Risk Management has established guidelines concerning the response to replacing signs that have been knocked down or otherwise lost, see Table 903.2.23 for the response plan as it pertains to highway signing.
Guidance. MoDOT’s Incident Response Plan should be consulted for further details.
Support. Priority ranking are defined as follows:
- Priority 1 – Urgent, respond as soon as possible (day or night, weekends or holidays) suspending other lower priority work if necessary. May represent immediate hazard to the public.
- Priority 2 – Repair should be accomplished as soon as practical during normal working hours, but only after Priority 1 repairs are completed.
- Priority 3 – Repair should be accomplished with higher urgency than routine maintenance.
- Routine – Not urgent, normally considered routine maintenance.
|Route Assemblies||-||See Fig. 903.2.19.2.3||-||-|
|Regulatory1||Stop, Yield, Do Not Enter, Wrong Way, One Way||See Fig. 903.2.19.2.1 & Fig. 903.2.19.2.2||Signs not on the priority 1 or 2 list||-|
|Warning1||-||See Fig. 903.2.19.2.5||Signs not on the priority 1 or 2 list||-|
|School1||-||See Fig. 903.2.19.2.4||Signs not on the priority 1 or 2 list||-|
|Visibility (weeds, trees, etc.)||For Priority 1 Signs||For Priority 2 signs||-||For Priority 3 signs|
|Sign Truss Structure Damage||Creating a Traffic Hazard||-||Not A Traffic Hazard||-|
|Lane Closure Notification/ Approval Required2||No||No||Yes||Yes|
|1 Damage that makes the sign ineffective.|
|2 NHS routes and all other routes with AADT of 1,700 or greater.|
903.2.24 Guidelines for the use of the Sign Management System (SMS)
History. MoDOT has a long history of maintaining an inventory of signs located along its roadways and inspecting signs utilizing this database. MoDOT’s original database was housed on a mainframe computer and sign logs were done on paper. The first computer-based system was implemented in the early 2000s and was utilized until 2012 when it was replaced with Sign Management System (SMS), our current system. SMS was developed as a cradle-to-grave sign management system to manage field inventories, but also to manage sign ordering, work orders and warehouse management. Maintenance Management System (MMS) is expected, at later phases of development, to incorporate and possibly replace portions of SMS.
Support. SMS has six major components. Details on each component and their specific use can be found in a wiki link and user manuals located on the SMS home page. While the sign catalog is accessible by any MoDOT employee, all other components require a STARTS request to gain access. The STARTS request is granted based on the level of access needed for the user’s role in signing and is approved by Highway Safety and Traffic. The following are the six major components of SMS:
- Sign catalog
- Sign ordering
- Field inventory
- Sign inspection
- Work orders
- Warehouse management
Sign Catalog is the heart of the SMS. It contains the signs and sizes of signs from the MUTCD, and any MoDOT-specific signs used on MoDOT roadways. The information in the catalog is used to populate the sign field inventory for each sign assembly record. The data in the catalog is also used by the sign ordering system to populate the critical fields needed to generate a purchase order.
Sign Ordering must be used to acquire signs for maintenance operations. This system is made up of a requisition component where sign requests are generated by field crews. These requisitions are sent to the district’s parent sign warehouse where it is either filled from the warehouse inventory, or the request is added to a vendor order. The vendor order component compiles sign requests and then interfaces with the state Financial Management System (FMS) to generate a purchase order. This component is required to be used in order to acquire signs from MoDOT’s sign manufacturer.
Field Inventory is the component of SMS which contains records for locations of all signs located on MoDOT right of way, including signs MoDOT does not maintain. This component of SMS must be used to inventory all signs on MoDOT right of way. These records are in terms of "sign assemblies" or a record of a sign support and all of the signs that are mounted on that support. Sign supports can be one of MoDOT’s typical ground-mounted sign posts or the variety of overhead sign mounting structures. Details for each sign assembly can be recorded in this system, including, but not limited to the number of posts, type of post, type of overhead sign structure, sign location (left, overhead, right) and mounting height. The history of each assembly and each sign on each assembly can also be recorded in this system, including but not limited to sign installation date, repair date and inspection date. The only piece of data which is automatically recorded for an assembly record is the inspection history from the inspection component of the system. As with any database, the quality and accuracy of the data available is directly related to the accuracy and management of the data entered into the system. There are many fields for data available for each assembly record, some fields are required and others are optional.
At a minimum an assembly record must include:
- Travelway ID
- Maintained by and Org Code
- GPS sign location (recorded from the travel lane)
- Sign number/code
- Support type (post or structure)
- Post / Structure Type
- Orientation of sign to the roadway.
Optional fields, but recommended as bests practices include:
- Sign legend, for variable message signs
- Number of posts
- Post type and size
- Post offset from the roadway
- Footing type
Sign Inspection must be conducted utilizing the sign inspection tool of SMS. This component is referenced as the "client tool" as it is one of the few components of SMS that is not web-based. The inspection tool is a software component of SMS loaded on individual laptops allowing field inventory data and TMS data to be loaded on the machine. Once on the laptop, the system can be operated independent of a network connection to inspect and update field inventories. Once an inspection is completed and/or inventory is updated, the data must be uploaded back to the web-based system to update the primary database. Work Orders are used in SMS to process the work generated by sign inspections. Work orders are auto-generated when a deficiency is identified during an inspection. Once generated, a work order must be approved and assigned to the appropriate crew. Once the work is completed, the work order must be closed. The identification of the deficiencies and the completion of the work order create the history of the correction in each record. The work order system can be used for any sign work conducted outside of inspections, but it is not a required use for this application.
Warehouse Management is a component of SMS whose use is optional. This system was created as a user interface for FMS to offer more options in viewing and managing sign inventories. The system was designed to permit warehouse managers to establish minimum inventory levels / order points as well as maximum inventory levels. To help promote the use of excess inventory statewide, the system was designed to show the inventory for any sign with an inventory greater than the maximum set by the manager as "excess" so other districts could see availability. The tool is also designed to give managers the ability to reserve part of their inventory for special projects so these would not appear as excess.
903.2.25 Design Aspects of Signing
903.2.25.1 Scope of Signs and Signing
Standard. The extent of signing by contract on any project is determined early in the project scope. Structural guide signs and supports (overhead or post-mounted) are paid for by contract, regardless of the type of facility. Sheet signs and supports are supplied by contract for all route classifications and project conditions. Unless otherwise agreed to among departments or divisions, the following are general guidelines for the extent of contract signing.
Guidance. Regulatory and warning signs should be used conservatively because these signs tend to lose effectiveness if they are used to excess. If used, route signs and directional signs should be used frequently because they promote reasonably safe and efficient operations by keeping road users informed of their location.
903.2.25.2 Plan Development Procedure
Standard. The preparation of signing plans requires the cooperation and coordination between the district and Central Office.
When using preexisting structures to accommodate larger new signs, consideration shall be given to the dimensions and load capacity of the existing structure. The larger signs shall properly fit on the existing structure and not exceed the structure’s design capacity.
When the need arises to modify the legend of a sign not built to current standards, the entire sign shall be replaced.
Guidance. Bridge Division should be consulted for mounting signs directly on bridges and other structures.
Sign visibility from a distance is critical. Sign locations should be coordinated with other design features that include, but are not limited to bridges, highway lighting, traffic signals, drainage structures, overhead utilities, underground utilities and horizontal and vertical alignments that decrease sign visibility.
The district should prepare proposed sign locations and review the plans for standards and quality control.
When the sign is mounted on a truss, all signs on the truss not built to current standards should be replaced after considering the age, future conditions and detail of the sign.
It is recommended that all non-standard signs be identified, with justification for the non-standard designs.
For preliminary discussions, only the sign location plan showing existing and proposed signing is recommended. Sign details, cross-sections, tabulation sheets, computer generated sign designs or other detailed information should not be completed at this time. Once the preliminary location plan is agreed on, the district is to prepare D-29 and D-30, truss data sheets and template cross-sections for trusses and post-mounted signs. Truss cross-sections should not be drawn on the same sheets as ground mounted sign cross-sections. The districts, or consultants, are responsible for accuracy of the preliminary and final detail design.
The district finalizes the plans and is to submit them to Design with the roadway plans, or as a separate project if so programmed. Typical signing location plans for interchanges are shown in EPG 903.16 Typical Signing Applications. Design Division is available for consultation during any part of the plan preparation process.
All non-standard and special signs are detailed by Central Office Highway Safety and Traffic and the district, or consultant, is responsible for incorporating the signs in Form D-31. A Sign Design Order Form (Design Form D-28) should be completed for all non-standard and special signs and sent to the signing section of Central Office Highway Safety and Traffic, allowing 30 working days for the review and design to be completed. Each sign should be identified as an overhead or post-mounted sign. Traffic should be provided with a date the sign designs need to be returned for review. The return date needs to allow enough time to design and quantify the trusses, bases and posts.
Option. Central Office Design or Highway Safety and Traffic Division may provide comments on the preliminary layout at the district's request. It is suggested that districts form review teams from various departments to review plans at the preliminary layout stage, and at final design. After the district reviews plans, Design Division may be consulted for review at the district's discretion.
Two or more segments of alignment may be shown on one sheet. For ease of design, review and construction, sign locations for interchanges are completely shown on one sheet.
In complex areas where many signs exist and will be replaced, proposed signing and existing signing may be shown separately on different plan sheets to avoid clutter and plan confusion; however, combined is preferred, if possible.
Support. Fig. 903.2.25.2.1 and Fig. 903.2.25.2.2 show the steps taken from early plan development to final design.
Location plans show the proposed pavement geometrics, the sign location, sign number, station, width and height, sign code (if applicable) and special or standard legend. Sign sizes are shown as width x height, in feet and/or inches for sheet signs, and in feet only for structural signs. Tabulated removals and general information are shown for existing signs. The standard sign code (e.g. R5-1a, W10-1, etc.) is shown for signs found in the SMS Sign Catalog.
Signs are numbered in a logical order. Existing signs that are removed or remain in place are not numbered. Multiple signs on a single mount are further indicated with lower-case letters (e.g. 45(a), 45(b), 45(c)). If signs are added or deleted at a later date, renumbering all signs is not required. If signs are added, signs may be numbered 43, 43A, 43B, etc., or the next highest sign number may be used. If signs are deleted, a general note listing voided signs is provided.
Existing signs are shown with dashed lines and are listed as a removal item where appropriate. Existing signs to be relocated to new posts and new signs on existing posts are numbered and noted as such. Existing signs in poor condition should be replaced.
When replacing signs for many miles of roadway to be let in sections, it is desirable to generate an overall sign location plan to coordinate guide sign placement through numerous projects. For this situation it is not necessary to show signs other than guide signs. It is recommended to show the limits of each project on this location plan. Signs are identified as truss, bridge- or post-mounted or as strapped to a signal post or column. If applicable, truss type (cantilever, span and butterfly) and location are shown. Whether the truss is box or tubular does not need to be noted on preliminary location plan, but is shown on the final plan. A standard legend identifying symbols is used to alleviate crowding on plans. Typical location plans at interchanges are shown in EPG 903.16 Typical Signing Applications.
When staged projects are scheduled in unison or closely together, complete signs are provided with the inappropriate legend covered until needed. Legends to be covered are noted on the plans, and the engineer is to approve the covering method. No direct pay is made for covering legends. When structural signs should be erected with only part of the legend in place at the initial time of construction, the sign and legend are shown on the plans with solid lines, and the legend to be placed at a later date is shown with dashed lines. A note is included indicating the dashed legend will be provided by future construction. The omitted legend is included in the roadway contract, which completes the sign.
When the legend of an existing sign built to current standards is modified, the existing sign and legend are shown with dashed lines and the legend to be added is shown with solid lines. Sufficient information is provided to show series, type, size and spacing of new legend on the sign detail sheet.
The district prepares tabulation sheets on Forms D-29 (Sign Posts, Footings, Delineators and Mileposts), D-30 (Signs) and Data Sheets D-32, D-33 and D-34. These forms are available as MicroStation seed files.
On Form D-29, all signs are listed in order according to sign number. This form includes truss footing and pedestal concrete quantities.
On Form D-30, all standard signs are totaled on the left-hand side of the sheet. The right-hand side is used to list special signs and provides an overall summary of all sign types.
Truss data sheet forms are completed for all trusses. Form D-32 is used for cantilever and butterfly box trusses. Form D-33 is used for span and span-cantilever box trusses. Form D-34 is the truss data sheet used for all tubular sign supports.
Design variances require district justification at the preliminary sign location stage. Signing variances are also noted in the plans. Some deviations from design standards require approval.
Overhead sign support structure foundations are not placed in gore areas or other areas with high exposure to traffic. See EPG 903.4 Overhead Sign Mounting for additional overhead sign support structure information.
903.2.25.3 Signing Plans
Standard. When signing is a separate project, the plans are assembled in the following order:
- 1. title sheet
- 2. quantity sheets for roadway items
- 3. sign location plan sheets
- 4. special sheets
- 5. traffic control plans
- 6. erosion control plan
- 7. tabulation sheet (D-29)
- 8. tabulation sheet (D-30)
- 9. special sign detail sheets (D-31)
- 10. design data sheets for cantilever and butterfly box trusses (D-32)
- 11. design data sheets for overhead span box trusses (D-33)
- 12. design data sheet for tubular trusses (D-34)
- 13. truss cross-section sheets
- 14. cross-sections for post-mounted signs
- 15. special sheets for bridge-mounted signing
Typically, signing is included with the roadway plans. When this is the case, the plans are assembled together, including the quantity sheets. Separate quantity sheets shall not be generated for signing quantities. The signing plans shall be arranged in the following order:
- 1. sign location plan sheet
- 2. tabulation sheet (D-29)
- 3. tabulation sheet (D-30)
- 4. special sign detail sheets (D-31)
- 5. design data sheets for cantilever and butterfly box trusses (D-32)
- 6. design data sheets for overhead span box trusses (D-33)
- 7. design data sheet for tubular trusses (D-34)
- 8. truss cross-section sheets
- 9. cross-sections for post-mounted signs
- 10. special sheets for bridge-mounted signs
- 11. any miscellaneous special signing detail sheets.
903.2.25.4 Quantity Computations
Standard. Signs and posts will each be paid for individually. This includes emergency reference markers and object markers. Combined unit prices for sign and support combinations have been discontinued. All signs including stop signs, object markers, emergency reference markers and signal signs shall be totaled on Form D-30 in four categories: Flat Sheet (FS), Flat Sheet Fluorescent (FSF), Structural (ST) and Structural Fluorescent. Structural signs’ width and height are designed to the nearest foot. Each standard, non-standard or special sign shall be calculated to the nearest 0.1 sq. ft., subtotaled to the nearest 0.1 sq. ft., and final pay total should be to the nearest 1.0 sq. ft.
All post quantities shall be calculated and totaled on Form D-29. All post lengths shall be calculated in increments of 0.25 ft. including the length that extends into the concrete footing or ground as shown on the standard plans. All U-channel post lengths shall include the full length of both pieces when overlaps are required. The post length for wide flange and pipe posts shall be multiplied by the pounds per foot (lb/ft) factor, as shown in the standard plans; each sign's posts are subtotaled to the nearest pound; all sign posts are subtotaled; and the final pay totals are shown to the nearest 10 pounds. All U-channel, wood and perforated square steel tube post length quantities shall be totaled and rounded to the nearest foot. For perforated square steel tube posts, an additional pay item shall be included for the anchor sleeve which is paid for by the linear foot for each post used (and may also include a soil plate). See the Post and Anchor Data Table in Standard Plan 903.03 to select the necessary anchor size. Omni-Directional anchors may be used for installation in weak or loose soil conditions.
Concrete for sign support structures shall be totaled on Form D-29. Concrete for overhead structure foundations shall be bolted down. Concrete for all post-mounted sign foundations shall be embedded. Bolted down and embedded quantities shall be calculated for each sign to the nearest 0.01 cubic yard, subtotaled to the nearest 0.01 cubic yard and a final pay total is shown to the nearest 0.1 cubic yard.
Cantilever and butterfly tubular support trusses shall have standard pay items. Span tubular trusses shall require special pay items. Information in the description shall include span length, truss number and span design type. Structure pay items shall include costs for all labor and materials associated with the structure, from the bottom of the base plate up, on up, as a lump sum item. Each span structure shall have a separate pay item. Structure data shall be provided on Form D-34.
All box trusses shall require a special pay item for each truss. All pay item descriptions shall include span length and truss number. Truss pay items shall include costs for all labor and materials associated with the truss, from the bottom of the base plate up, as a lump sum item. Each box truss, regardless of type, shall have a separate pay item.
See Standard Plan 903.03 for payment of delineators. Delineators shall be paid for per each on Form D-29, and include installation, bolts, post and sign.
Perforated Square Steel Tube Post Breakaway assemblies shall be totaled on Form D-29. Breakaway assemblies are incidental for pipe and structural steel posts.
Backing bar lengths and weights shall be shown on Form D-29, and are totaled with the pay item for structural steel posts. No weight deductions shall be made for punched or drilled holes. If no structural steel posts are used on a project, backing bar weights shall be added to pipe post weights.
Signal Sign Mounting Hardware shall be paid for per each on Form D-37A separate from signal signs, which will be paid for by square feet. Signal Sign Hardware will include all mounting hardware necessary to install one sign on the mast arm.
Special pay items shall not be included for items considered to be small amounts of work such as: strapping signs to lighting or signal posts or truss columns; covering inappropriate legends; "EXIT ONLY" panels on new signs; any symbol, arrow, shield or legend on new guide signs; hinge plates; aluminum wide flange posts for connecting service signs and exit number panels to structural guide signs; etc. No additional payment shall be made for hardware. Other than the above, it shall be left to the designer to decide which items require direct pay.
Option. Special pay items for signing may be required. Some examples of special work include: modifying legends, relocating existing signs to new posts, temporary ground mounting guide signs, bridge mounted support brackets, truss painting, pedestal repair, etc. It is left to the designer to decide which items require special pay items.
Support. Most jobs include the removal of existing signs and/or trusses. All removals are listed with other roadway Removal of Improvements. It is preferred to list the type of truss to be removed, number of pedestals, posts, footings and a rough estimate of sign area. Consult the District Traffic Engineer or District Constructions and Materials Engineer about which removals to salvage and where the contractor should deliver the salvaged materials. Items to be salvaged and delivery of these items are mentioned in the job special provisions and this work is paid for under Removal of Improvements.