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| + | {{banner|direction=left|width=20%||section=Engineering Policy Guide|section-link=Main Page|image=EPG-001.png}} |
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| + | {{banner|direction=left|width=40%||section=Engineering Policy Guide|section-link=Main Page|image=EPG-002.png}} |
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| + | {{banner|direction=left|width=40%||section=Engineering Policy Guide|section-link=Main Page|image=EPG-007.png}} |
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| + | {{banner|direction=left|width=40%||section=Engineering Policy Guide|section-link=Main Page|image=EPG-004.png}} |
| + | </div> |
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| + | {{banner|direction=left|width=40%||section=Engineering Policy Guide|section-link=Main Page|image=EPG-005.png}} |
| + | </div> |
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| + | {{banner|direction=left|width=40%||section=Engineering Policy Guide|section-link=Main Page|image=EPG-006.png}} |
| + | </div> |
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| + | {{banner|direction=left|width=40%||section=Engineering Policy Guide|section-link=Main Page|image=EPG-003.png}} |
| + | </div> |
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| + | </center> |
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− | | + | {| style="text-align:center; margin-top:12px; margin-left: auto; margin-right: auto; font-style:italic; font-size:20px; font-family:Verdana, Geneva, sans-serif !important;" |
− | {|style="padding: 0.3em; margin-left:0px; border:3px solid #a9a9a9; text-align:center; font-size: 100%; background:#E3C87E" width="1030px" align="center" | |
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− | |rowspan="2" align="right" |'''<font color = "white"><font size = 4.7><i>HELPFUL EPG VIDEOS: </i></font color="white"></font size = 5>|| ||align="left"|''' <BIG><font color = "white"><i>'''[[media:Logging into the EPG.wmv|•Logging into the EPG]]</i></font color="white"> ||align="left"|''' <BIG><font color = "white"><i>'''[[media:Help Finding EPG Info.wmv|•Finding Info in the EPG]]</i></font color="white">'''
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| + | ---- |
− | | ||align="left" colspan="2"|''' <Big><font color = "white"><i>[[media:Article History and Receiving.wmv|•Article History & How to Receive EMails When Articles are Revised]]</i></font color="white">
| + | Our mission is to provide a world-class transportation system that is</br>safe, innovative, reliable and dedicated to a prosperous Missouri. |
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| + | ---- |
− | |colspan="4" align="center"| <sup>'''___________'''</sup>
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− | |colspan="4" align="center"| '''<Big><font color = "white"><i>Want help on how to update your EPG guidance? It is available at [[:Help Article#EPG Approval Process|EPG Approval Process]].'''</i></font color="white">
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− | |colspan="4" align="center"| <sup>'''___________'''</sup>
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− | |colspan="4" align="center"| '''<Big><font color = "white"><i>[http://www.modot.org/business/standards_and_specs/highwayspecs.htm The Electronic MoDOT Spec Book for Mobile Devices] is now available. You may also [https://www6.modot.mo.gov/eMoDOTWeb/jsp/signon/signon.jsp sign up for E-Update notices]. To receive notices regarding Engineering Policy Revisions, select "Engineering Policy" then mark the appropriate subjects of interest. '''</i></font color="white">
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− | |style="border: 1px solid #696969; color: #000; background-color: #A9A9A9"|<big><center>'''<font color = "white"><i>WELCOME'''</i></font color="white"></center></big>
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− | | valign="top" width="60%" cellspacing="3" cellpadding="3" style="border: 1px solid #FF8C00; background:#FFA500" align="center"|'''<big><font color="white"><i>RECENT POLICY CHANGES IN THE EPG</i></font color="white"></big>'''
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− | |[[image:Main Page Feb 27, 2018.jpg|center|400px|thumb|''' <center> To construct the Perry County Rte. AC Connector Rd., much consideration went into preserving the grotto sculpin’s habitat. On almost 5 acres, MoDOT will use appropriately sized, rock-lined, flat-bottomed ditches, grass swales, sediment basins and silt fences for extra treatment of highway runoff. MoDOT also protected a sinkhole from future development. These water quality improvements are expected to enhance the habitat of this endangered species. </center>''']] | + | | [[image:Google search.png|200px|bottom|link=https://epg.modot.org/modot/EPG_GoogleSearch.html]] |
| + | | [[image:recent_changes.png|200px|bottom|link=Recent Policy Changes in the EPG]] |
| + | | [[image:TA_image.png|200px|bottom|link=616.8_Typical_Applications_(MUTCD_6H)#616.8.2.1_Typical_Applications]] |
| + | | [[image:MASH_info.png|200px|bottom|link=https://epg.modot.org/files/c/ce/MASH_Implementation.pdf]] |
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− | |[[image:Main Page Dec 29, 2017.jpg|center|400px|thumb|''' <center> Missouri's first “diverge-about” is at I-49 and 155<sup>th</sup> St. in Belton. MoDOT’s innovative interchange will handle a larger volume of traffic, enhance the area for anticipated new development, accommodate existing traffic in Belton and Grandview, and has a dedicated shared use path for non-motorized vehicles and pedestrian traffic. (View a video of [https://www.facebook.com/CityofGrandview/videos/10154770275821685/ exiting I-49 South and heading east on 155<sup>th</sup> toward Grandview.]) </center>''']]
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− | MoDOT has made great strides to build a good transportation system and increase taxpayers' trust in its ability to deliver what was promised. Innovative concepts, such as [[:Category:143 Practical Design|Practical Design]] and [[:Category:139 Design - Build|design-build]], were used to deliver those commitments and have made MoDOT a leader in the transportation industry.
| + | <div style="margin-top:12px; font-size:95%; padding:5px; border:1px solid black;background-color:white; color:black; border-radius:5px; box-shadow:5px 5px 5px #888888"> |
− | | + | <b>MoDOT’s three pillars of “Safety, Service and Stability” steer our leadership and employees. Our commitment to safety includes keeping both customers and ourselves safe. Our service includes providing outstanding customer service, delivering transportation solutions of great value and using resources wisely. Keeping roads and bridges in good condition, operating a reliable and convenient transportation system, and advancing Missouri’s economic development reflect our commitment to stability.<br/>Innovative concepts, such as [[:Category:143 Practical Design|Practical Design]] and [[:Category:139 Design - Build|design-build]], are used to deliver our commitments. These and other forward-thinking concepts shape the content of the ENGINEERING POLICY GUIDE (EPG). This document provides a single reference for all engineering and engineering-related [https://modotgov.sharepoint.com/sites/br Bridge], [https://modotgov.sharepoint.com/sites/cm Construction], [https://modotgov.sharepoint.com/sites/DE/ Design], [https://modotgov.sharepoint.com/sites/ts Highway Safety & Traffic], [https://modotgov.sharepoint.com/sites/mt Maintenance], [https://modotgov.sharepoint.com/sites/tp Planning] and [https://modotgov.sharepoint.com/sites/DE/SitePages/Right-of-Way.aspx Right of Way] guidance.</b> |
− | These forward-thinking, innovative concepts are reflected in the ''ENGINEERING POLICY GUIDE'' (EPG). This document provides a single reference for all engineering and engineering-related guidance by combining the former [http://sharepoint/sites/de/RealEstate/SitePages/Home.aspx Right of Way], [http://sharepoint/sites/de/Pages/default.aspx Design], [http://sharepoint/systemdelivery/br/pages/default.aspx Bridge], [http://sharepoint/systemdelivery/cm/Pages/default.aspx Construction], [http://sharepoint/systemdelivery/tr/Pages/default.aspx Traffic] and [http://sharepoint/systemdelivery/mt/default.aspx Maintenance] manuals. | + | </div> |
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− | MediaWiki, the engine behind the Wikipedia on the World Wide Web, is the software delivering the EPG. Over 40 million hits on the EPG endorse this format to be easy to navigate and pleasing to read. A small [[:Help:Contents|'''HELP ARTICLE''']] is included to assist with helpful hints on how to use the EPG as well as other points of interest.
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− | |colspan="5" | <font size = 2> '''Perhaps you've wondered how many hits the most popular EPG articles have. As of early March, the numbers of hits are:''' | + | | [[image:Broken link.png|200px|bottom|link=mailto:engineering.policy@modot.mo.gov?Subject=Report%20a%20broken%20link&Body=Please%20include%20the%20broken%20link,%20article%20number%20and%20a%20screenshot%20if%20possible]] |
| + | | [[image:Approval process.png|200px|bottom|link=Help_Article#EPS_Approval_Process]] |
| + | | [[image:E-update.png|200px|bottom|link=Help_article#Signing_Up_for_E-Updates]] |
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− | |<font size=2>'''20.''' [[:Category:136 Local Public Agency (LPA) Policy|EPG 136]]||<font size = 2> 168487
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− | || <font size = 2>'''10.''' [[751.5 Standard Details|EPG 751.5]]|| align="right"| <font size = 2> 236063
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− | |<font size = 2>'''19.''' [[:Category:134 Engineering Professional Services|EPG 134]]||<font size = 2> 176512 || <font size = 2>'''9.''' [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]]||align="right"|<font size = 2> 272490
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− | |<font size = 2>'''18.''' [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]]||<font size = 2> 178907 || <font size = 2>'''8.''' [[616.23 Traffic Control for Field Operations|EPG 616.23]]||align="right"|<font size = 2> 272583
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− | |<font size = 2>'''17.''' [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4]]||<font size = 2> 179183 || <font size = 2>'''7.''' [[:Category:100 GENERAL|EPG 100]]||align="right"|<font size = 2> 322699
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− | |<font size = 2>'''16.''' [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]]||<font size = 2> 188549 || <font size = 2>'''6.''' [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]]||align="right"|<font size = 2> 338562
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− | |<font size = 2>'''15.''' [[:Category:903 Highway Signing|EPG 903]]||<font size = 2> 196716 || <font size = 2>'''5.''' [[:Category:900 TRAFFIC CONTROL|EPG 900]]||align="right"|<font size = 2> 357441
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− | |<font size = 2>'''14.''' [[:Category:200 GEOMETRICS|EPG 200]]||<font size = 2> 201948 || <font size = 2>'''4.''' [[:Category:101 Standard Forms|EPG 101]]||align="right"|<font size = 2> 381807
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− | |<font size = 2>'''13.''' [[751.50 Standard Detailing Notes|EPG 751.50]]||<font size = 2> 205365 || <font size = 2>'''3.''' [[136.12 Figures, Glossary and Other Useful Links|EPG 136.12]] ||align="right"|<font size = 2> 388791
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− | |<font size = 2>'''12.''' [[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9]]||<font size = 2> 216436 || <font size = 2>'''2.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]]||align="right"|<font size = 2> 453984
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− | |width="130"|<font size = 2>'''11.''' [[:Category:616 Temporary Traffic Control|EPG 616]]||<font size = 2> 221373 || width="150"| <font size = 2>'''1.''' EPG Main Page||align="right"|<font size = 2> 3074222
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− | '''[[751.1 Preliminary Design#For retaining walls supported|EPG 751.1.2.21 Substructure Type]]'''
| + | <b>The design concepts and criteria within the Engineering Policy Guide (EPG) are intended for use when designing new construction projects on new locations or designing reconstruction projects on existing locations. Projects on existing roadways call for a flexible, practical, and performance-based approach to design. The EPG encourages flexible and practical design, which emphasizes the role of the planning and design teams in determining appropriate design dimensions based on project-specific conditions and existing and future roadway performance, more than on meeting specific nominal design criteria. Although new design values and concepts may be presented throughout the EPG, this does not imply that existing roadways are unsafe, nor does it mandate the initiation of projects to improve existing roadways. While the EPG does include nearly all engineering related aspects of roadway design and maintenance it is not all encompassing. The use of properly equipped and maintained vehicles, operated by a capable user, is also pertinent to the safe and efficient operation of a transportation facility.</b> |
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− | 3/9/18: Guidance for minimum galvanized penetration (elevation) was added for piles for retaining walls supported on piles and bridge end bents on piles with embankments supported by MSE walls.
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− | '''TMA Light Bar'''
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− | 3/8/18: In [[:Category:612 Impact Attenuators#612.1.3 MoDOT Protective Vehicle/TMA Guidelines|EPG 612.1.3 MoDOT Protective Vehicle/TMA Guidelines]], the TMA Light Bar is now temporarily optional and not required to be purchased for use. In [[616.8 Typical Applications (MUTCD 6H)#Listing of Typical Applications for Maintenance|EPG 616.8 Typical Applications]], [[media:616.8.35 MT 2018.pdf|TA-35 MT]] and [[616.8 Typical Applications (MUTCD 6H)#Listing of Typical Applications for Maintenance|TAs 35a-35d MT]] were also updated with this information.
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− | '''Tack Coat Estimate Factors'''
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− | 2/27/18: The [[Media:450 Estimate Factors 2018.doc|tack coat estimate factors]] were updated in [[:Category:450 Bituminous Pavement Design|EPG 450 Bituminous Pavement Design]].
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− | '''[[:Category:146 Disadvantaged Business Enterprise (DBE)#146.2 DBE Subcontract|EPG 146.2 DBE Subcontract]]'''
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− | 2/22/18: Clarified guidance regarding overruns and underruns as they relate to DBE participation.
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− | '''DBE Concurrence and Executing Consultant Contracts'''
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− | 2/16/18: Guidance in [[:Category:134 Engineering Professional Services#MoDOT MOU Execution Process |EPG 134.2.4 MoDOT MOU Execution Process]], [[:Category:134 Engineering Professional Services#134.4 Contract Approval, Execution and Distribution|EPG 134.4 Contract Approval, Execution and Distribution]], [[:Category:134 Engineering Professional Services#134.5.2 Supplemental Agreements|EPG 134.5.2 Supplemental Agreements]] and [[153.8 Design|EPG 153.8 Design]] now directs that DBE Concurrence must be requested prior to executing consultant contracts.
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− | '''D-15 Material List'''
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− | 2/9/18: In [[237.7 Equipment and Materials List|237.7 Equipment and Materials List]], designers are now required to include the D-15 in the Electronic Deliverables.
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− | '''[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.89 Radar Speed Advisory Assembly|EPG 616.6.89 Radar Speed Advisory Assembly]]'''
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− | 2/9/18: Expanded and updated guidance on the placement of the Radar Speed Advisory Assembly.
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− | '''Revised Galvanized Pile Requirements'''
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− | 2/9/18: In [[:Category:702 Load-Bearing Piles|EPG 702 Load-Bearing Piles]], [[751.1 Preliminary Design#751.1.2 Bridges/Boxes|EPG 751.1.2 Bridges/Boxes]], [[751.36 Driven Piles|EPG 751.36 Driven Piles]], [[751.50 Standard Detailing Notes#E2. Foundation Data Table|EPG 751.50 E2]], [[751.50 Standard Detailing Notes#G. Substructure Notes|EPG 751.50 G]], the revised galvanized pile requirements eliminate steel piling option AASHTO M 270, Gr 36 (ASTM A 709, Gr 36) and replace it with AASHTO M 270, Gr 50 (ASTM A709, Gr 50).
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− | '''Pipe Culverts'''
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− | 2/9/18: Guidance has been clarified and completely rewritten to be in accordance with pipe specifications. This includes the new articles [[:Category:724 Pipe Culverts|EPG 724 Pipe Culverts]] and [[:Category:1041 Polypropylene Culvert Pipe|EPG 1041 Polypropylene Culvert Pipe]] and the re-titled [[:Category:730 Thermoplastic Pipe Culverts|EPG 730 Thermoplastic Pipe Culverts]]. [[:Category:732 Flared End Sections|EPG 732 Flared End Sections]], [[750.7 Non-Hydraulic Considerations#750.7.2 Types|EPG 750.7.2 Types]], [[:Category:1028 Corrugated Polyvinyl Chloride Culvert Pipe|EPG 1028 Corrugated Polyvinyl Chloride Culvert Pipe]] and [[:Category:1047 Corrugated Polyethylene Culvert Pipe|EPG 1047 Corrugated Polyethylene Culvert Pipe]] were also updated. EPG 728 Corrugated Polyvinyl Chloride Culvert Pipe was deleted since there is no longer a Sec 728.
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− | '''Drainage relative to MSE Walls'''
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− | 2/9/18: Revised guidance in [[:Category:747 Bridge Reports and Layouts#747.2.6.2 Mechanically Stabilized Earth (MSE) Wall Systems|EPG 747.2.6.2 Mechanically Stabilized Earth (MSE) Wall Systems]], [[751.1 Preliminary Design#751.1.2.18 Preliminary Cost Estimate|EPG 751.1.2.18 Preliminary Cost Estimate]], [[751.1 Preliminary Design#751.1.2.31 Design Exceptions|EPG 751.1.2.31 Design Exceptions]], [[751.1 Preliminary Design#751.1.4.3 MSE Walls|EPG 751.1.4.3 MSE Walls]], [[751.10 General Superstructure#751.10.3.1 Type, Alignment and Spacing|EPG 751.10.3.1 Type, Alignment and Spacing ]], [[751.10 General Superstructure#751.10.3.3 General Requirements for Location of Slab Drains|EPG 751.10.3.3 General Requirements for Location of Slab Drains]], [[751.24 LFD Retaining Walls#751.24.1.1 Wall Type Selection|EPG 751.24.1.1 Wall Type Selection]], [[751.24 LFD Retaining Walls#751.24.2 Mechanically Stabilized Earth (MSE) Walls|EPG 751.24.2 Mechanically Stabilized Earth (MSE) Walls]] and [[751.50 Standard Detailing Notes#J1. General|EPG J1. General]] better defines where drainage/water can or cannot be discharged relative to the location of MSE walls and provides ways to divert the drainage/water in the design process.
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− | '''Collars on Precast Concrete Box Culverts'''
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− | 2/9/18: Revisions in [[751.8 LRFD Concrete Box Culverts#751.8.1.5 Precast Culvert|EPG 751.8.1.5 Precast Culvert]], [[751.8 LRFD Concrete Box Culverts#751.8.3.2 Steel Reinforcement|EPG 751.8.3.2 Steel Reinforcement]] and [[751.50 Standard Detailing Notes#A2. Concrete Box Culverts and Other Type Structures|EPG 751.50 A2.8]] address collars on precast concrete box culverts when cast-in-place box culverts are called for on the project. The revision also revises when/how geotextile fabric is used on precast joints.
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− | '''LED Luminaires'''
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− | 2/9/18: Guidance is now provided to allow the use of LED luminaires for roadway lighting in [[901.7 Light Source and Intensity|EPG 901.7 Light Source and Intensity]], [[901.8 System Voltage|EPG 901.8 System Voltage]], [[901.9 Layout|EPG 901.9 Layout]], [[901.11 Light Emitting Diode (LED) Luminaire Performance and Computation of Roadway Illumination|EPG 901.11]], [[901.12 Electrical Components|EPG 901.12 Electrical Components]], [[901.13 Lighting Proposed by Other Political Subdivisions on State Highways|EPG 901.13]], [[901.14 Dusk-to-Dawn Lighting Policy|EPG 901.14 Dusk-to-Dawn Lighting Policy]], [[901.16 Construction Inspection Guidelines for Sec 901|EPG 901.16 Construction Inspection Guidelines for Sec 901]].
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− | '''Request to Subcontract Work (Form C-220)'''
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− | 2/6/18: Guidance for a contractor to fill out Form C-220 was clarified in [[:Category:108 Prosecution and Progress#108.1.3 Disadvantaged Business Enterprises (DBE) Subcontracting|EPG 108.1.3 Disadvantaged Business Enterprises Subcontracting]].
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− | '''[[:Category:153 Agreements and Contracts#153.1.3.3 Agreements Written By Other Entities|EPG 153.1.3.3 Agreements Written By Other Entities]]'''
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− | 2/5/18: This new guidance addresses Agreements initiated by other entities that are not initiated in eAgreements. The agreement template is initiated by the other entity, executed by the Commission and then uploaded into eAgreements Record center.
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− | '''[[:Category:129 Public Involvement#129.12 Presentation for Location or Design Approval to the Commission|EPG 129.12 Presentation for Location or Design Approval to the Commission]]'''
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− | 2/2/18: Clarified the requirements for location and design approval, which is required even if an LPA is administering and paying for the improvement.
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− | '''[[Other Aspects of Pavement Design#Minor Roads|EPG Other Aspects of Pavement Design, Minor Roads]]'''
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− | 2/2/18: Clarification about pavement thicknesses/types sometimes not included on typical sections.
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− | '''[[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.89 Radar Speed Advisory Assembly|EPG 616.6.89 Radar Speed Advisory Assembly]]'''
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− | 2/2/18: Expanded and updated guidance on the placement of the Radar Speed Advisory Assembly. Also slightly updated [[media:616.14 WZ Questions 2018.docx|Work Zone Questions for the Core Team]] in [[616.14 Work Zone Safety and Mobility Policy|EPG 616.14 Work Zone Safety and Mobility Policy]].
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− | '''Clear Zones for 1R and 2R Projects'''
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− | 2/1/18: In [[:Category:128 Conceptual Studies#128.2 Preventive Maintenance Projects (1R and 2R)|EPG 128.2 Preventive Maintenance Projects (1R and 2R)]] and [[231.2 Clear Zones#231.2.1 Introduction|EPG 231.2 Clear Zones]], the guidance regarding clear zones and roadside hardware for 1R and 2R projects was condensed and clarified.
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− | '''[[131.1 Design Exception Process#131.1.4 The Design Exception Process|EPG 131.1.4 The Design Exception Process]]'''
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− | 1/26/18: Design Exceptions are to be stored electronically in eProjects after Central Office Design and/or Bridge divisions have reviewed and approved.
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− | '''[[106.3.2.87, No-Pick-Up Time for Tack Coats|EPG 106.3.2.87, No-Pick-Up Time for Tack Coats]]'''
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− | 1/18/18: This new TM is now available.
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− | '''Asphalt Cement Price Index Adjustments'''
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− | 1/18/18: [[media:403 Guidance for Asphalt Cement Price Index Adjustments 2018.docx|"Guidance for Asphalt Cement Price Index Adjustments"]] has been updated to include info about contingent item work. The document is located in various articles including [[:Category:402 Bituminous Surface Leveling#402.1.1 Plan Preparation|EPG 402.1.1 Plan Preparation]] and [[:Category:403 Asphaltic Concrete Pavement|EPG 403 Asphaltic Concrete Pavement]].
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− | '''Right of Way Acquisition Authority and Project Funding'''
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− | 1/17/18: To align with current CFR regulations, guidance in [[236.3 Administration#236.3.4.2 Limited Acquisition Authority and Project Funding|EPG 236.3.4.2 Limited Acquisition Authority and Project Funding]] and [[236.3 Administration#236.3.4.3 Acquisition Authority and Project Funding|EPG 236.3.4.3 Acquisition Authority and Project Funding]] updated what RW activities can be coded to the PE number prior to receiving FHWA's "A" date approval.
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− | '''[[media:104.7 EngFac SFY 15 to 17.pdf|Engineering Factors Report]]'''
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− | 1/10/18: The latest version of the Engineering Factors Report, providing SFY 2015 to SFY 2017 info, is now presented in [[104.7 Estimates|EPG 104.7 Estimates]].
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− | '''[[media:Fig 104.7 Dec 2017.doc|Fig. 104.7, Cost Estimate Guide for Rural Preliminary Design]]'''
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− | 12/18/17: A few bridge structure entries in this document have been revised.
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− | '''[[:Category:110 State and Federal Wage Rates and Other Requirements#To ensure compliance|EPG 110.1 Wage Rates]]'''
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− | 12/15/17: Guidance for QA measures to assure compliance with wage rate reviews was expanded.
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