Difference between revisions of "Main Page"
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− | |colspan="5" | <font size = 2> '''Perhaps you've wondered how many hits the most popular EPG articles have. As of | + | |colspan="5" | <font size = 2> '''Perhaps you've wondered how many hits the most popular EPG articles have. As of mid-January, the numbers of hits are:''' |
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− | |<font size=2>'''20.''' [[:Category:136 Local Public Agency (LPA) Policy|EPG 136]]||<font size = 2> | + | |<font size=2>'''20.''' [[:Category:136 Local Public Agency (LPA) Policy|EPG 136]]||<font size = 2> 166840 |
− | || <font size = 2>'''10.''' [[751.5 Standard Details|EPG 751.5]]|| align="right"| <font size = 2> | + | || <font size = 2>'''10.''' [[751.5 Standard Details|EPG 751.5]]|| align="right"| <font size = 2> 232118 |
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− | |<font size = 2>'''19.''' [[:Category:134 Engineering Professional Services|EPG 134]]||<font size = 2> | + | |<font size = 2>'''19.''' [[:Category:134 Engineering Professional Services|EPG 134]]||<font size = 2> 173335 || <font size = 2>'''9.''' [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]]||align="right"|<font size = 2> 264541 |
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− | |<font size = 2>'''18.''' [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]]||<font size = 2> | + | |<font size = 2>'''18.''' [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]]||<font size = 2> 174742 || <font size = 2>'''8.''' [[616.23 Traffic Control for Field Operations|EPG 616.23]]||align="right"|<font size = 2> 270794 |
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− | |<font size = 2>'''17.''' [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4]]||<font size = 2> | + | |<font size = 2>'''17.''' [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4]]||<font size = 2> 178324 || <font size = 2>'''7.''' [[:Category:100 GENERAL|EPG 100]]||align="right"|<font size = 2> 314728 |
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− | |<font size = 2>'''16.''' [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]]||<font size = 2> | + | |<font size = 2>'''16.''' [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]]||<font size = 2> 187349 || <font size = 2>'''6.''' [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]]||align="right"|<font size = 2> 329013 |
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− | |<font size = 2>'''15.''' [[:Category:903 Highway Signing|EPG 903]]||<font size = 2> | + | |<font size = 2>'''15.''' [[:Category:903 Highway Signing|EPG 903]]||<font size = 2> 194799 || <font size = 2>'''5.''' [[:Category:900 TRAFFIC CONTROL|EPG 900]]||align="right"|<font size = 2> 349270 |
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− | |<font size = 2>'''14.''' [[:Category:200 GEOMETRICS|EPG 200]]||<font size = 2> | + | |<font size = 2>'''14.''' [[:Category:200 GEOMETRICS|EPG 200]]||<font size = 2> 195444 || <font size = 2>'''4.''' [[:Category:101 Standard Forms|EPG 101]]||align="right"|<font size = 2> 371656 |
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− | |<font size = 2>'''13.''' [[751.50 Standard Detailing Notes|EPG 751.50]]||<font size = 2> | + | |<font size = 2>'''13.''' [[751.50 Standard Detailing Notes|EPG 751.50]]||<font size = 2> 200387 || <font size = 2>'''3.''' [[136.12 Figures, Glossary and Other Useful Links|EPG 136.12]] ||align="right"|<font size = 2> 383079 |
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− | |<font size = 2>'''12.''' [[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9]]||<font size = 2> | + | |<font size = 2>'''12.''' [[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9]]||<font size = 2> 212657 || <font size = 2>'''2.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]]||align="right"|<font size = 2> 449955 |
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− | |width="130"|<font size = 2>'''11.''' [[:Category:616 Temporary Traffic Control|EPG 616]]||<font size = 2> | + | |width="130"|<font size = 2>'''11.''' [[:Category:616 Temporary Traffic Control|EPG 616]]||<font size = 2> 218888 || width="150"| <font size = 2>'''1.''' EPG Main Page||align="right"|<font size = 2> 3016604 |
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|valign="top" cellspacinepgg="0" cellpadding="5" style="border: 1px solid #FFA500; background:#ffdead"| | |valign="top" cellspacinepgg="0" cellpadding="5" style="border: 1px solid #FFA500; background:#ffdead"| | ||
+ | '''[[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]]''' | '''[[media:Fig 104.7 Dec 2017.doc|Fig. 104.7, Cost Estimate Guide for Rural Preliminary Design]]''' | ||
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8/14/17: Guidance for the anchorage of pile for seismic jobs was revised in [[751.36 Driven Piles#Anchorage of Piles for Seismic|EPG 751.36.2 Anchorage of Piles for Seismic Categories B, C and D]]. Also, [[751.50 Standard Detailing Notes#G7. HP Pile|related standard detailing notes]] were revised and added. | 8/14/17: Guidance for the anchorage of pile for seismic jobs was revised in [[751.36 Driven Piles#Anchorage of Piles for Seismic|EPG 751.36.2 Anchorage of Piles for Seismic Categories B, C and D]]. Also, [[751.50 Standard Detailing Notes#G7. HP Pile|related standard detailing notes]] were revised and added. | ||
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Revision as of 14:38, 10 January 2018
HELPFUL EPG VIDEOS: | •Logging into the EPG | •Finding Info in the EPG | |
•Article History & How to Receive EMails When Articles are Revised | |||
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Want help on how to update your EPG guidance? It is available at EPG Approval Process. | |||
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The Electronic MoDOT Spec Book for Mobile Devices is now available. You may also sign up for E-Update notices. To receive notices regarding Engineering Policy Revisions, select "Engineering Policy" then mark the appropriate subjects of interest. |
RECENT POLICY CHANGES IN THE EPG | ||||||||||||||||||||||||||||||||||||||||||||||||
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 Practical Design and design-build, were used to deliver those commitments and have made MoDOT a leader in the transportation industry. 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 Right of Way, Design, Bridge, Construction, Traffic and Maintenance manuals. 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 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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1/10/18: The latest version of the Engineering Factors Report, providing SFY 2015 to SFY 2017 info, is now presented in EPG 104.7 Estimates. Fig. 104.7, Cost Estimate Guide for Rural Preliminary Design 12/18/17: A few bridge structure entries in this document have been revised. 12/15/17: Guidance for QA measures to assure compliance with wage rate reviews was expanded. EPG 751.5.1.3 Grammar and Punctuation 11/13/17: The capitalization rules were updated and two additions were added to the nomenclature. Design Exception Process 11/6/17: In EPG 131.1.4, was updated to show that CO Design does not need to file a copy of every approved design exception. These should simply be stored in eProjects. Also, the formal submittal letter is no longer needed. Project context can be provided directly on the design exception form. 11/3/17: New EPG 127.13.12 provides guidance for developing a sound study and report. Other revisions to EPG 127.13 Noise clarify and expand definitions and the analysis of traffic noise impacts and mitigation. Valley Section Locations 11/3/17: EPG 238.3.36 Bridge Surveys was updated to reflect changes in responsibility. In EPG 747.1 Bridge Survey Location Request and EPG 750.3.1.1 Survey Locations, guidance for district submittal of request for valley section locations was expanded. Discharging into a MSE Wall Backfill 11/3/17: In EPG 747.2.6.2 Mechanically Stabilized Earth (MSE) Wall Systems, EPG 751.1 Preliminary Design, EPG 751.10.3 Bridge Deck Drainage - Slab Drains and EPG 751.24.2.1 Design, guidance for bridge deck drain, approach drainage, roadway drainage or collected drain water discharging into a MSE wall backfill area was revised. EPG 751.40.1.2 Steel HP Pile Maintenance and Repair 11/3/17: New EPG 751.40.1.2 Steel HP Pile Maintenance and Repair presents guidelines to be used by Bridge maintenance or district maintenance to maintain or repair existing steel HP piles. Sealed Joint Design 10/27/17: Much of EPG 751.13 Expansion Devices was revised to reflect the improved design and details for both Preformed Compression and Strip Seal Expansion Joint Systems. New designs and details for Preformed Silicon or EPDM Seal Expansion Joint Systems were also issued. Numerous standard detail notes were revised or added in EPG 751.50 H5c, H5d and H5e. Required Number of Strands 10/13/17: In EPG 751.22.1.1 Material Properties and EPG 751.23.1.1 Material Properties, guidance was expanded for reporting on the girder plans the required number of strands by design and the total initial prestress force. EPG 236.5.25.6 Security Assessment for Leased Areas Over or Under Highway Structures 10/11/17: A table was added to clarify policies for storing items under bridges. Licensing of Junkyard 10/11/17: The junkyard expiration date was updated in EPG 236.17.4.2 Issuing a New License and EPG 236.17.5 Junkyard Renewal to match the statutes. EPG 237.13.2 Electronic Design Data 10/10/17: The list of electronic design data files generated from GEOPAK for Roadway Contract Plans was updated. End of Slab Guidance 9/29/17: In EPG 751.10.1.10 Slab Offsets for Curved Bridges and EPG 751.10.1.16 Plan of Slab Details, guidance was clarified about how to show and identify the end of slab in a plan of slab detail when expansion joint systems are located at the end bents. In EPG 751.6.2.10 Bridge Slabs and Note B3.21, guidance about how to estimate slab quantities when expansion joint systems are present was clarified. EPG 751.5.1.4 Contract Addendums and Construction Changes 9/28/17: Guidance for change orders to bridge plans was clarified. Work Zone Transportation Management Plan 9/27/17: In EPG 616.14.8 Significant Projects, the criteria of "significant project" was revised. The requirements for TCP were revised in EPG 616.14.10 Work Zone Transportation Management Plan. EPG 236.5.19 Survey Requirements 9/19/17: Guidance about who may prepare legal descriptions was clarified and brought into compliance with new legislation. 9/18/17: MoDOT is implementing the National Safety Council’s 3-2-1 Cone Procedure for internal operations. TA-10, TA-10a and TA-10g were updated to reflect the new cone procedure. EPG 751.22.2.2 Prestressing Strands 9/12/17: Clarified guidance that distances to hold-down devices and between hold-down devices for prestressed girders and beams should be reported on the plans to the nearest inch. EPG 236.16.11 Cutout and Extension Process 9/1/17: Guidance for the cutout and extension process was updated to reflect current statutes. 9/1/17: A checklist of items to determine property ownership for ADA projects was added. Bridge Clearances 8/31/17: Guidance for bridge clearances was clarified in EPG 751.1.2.6 Vertical and Horizontal Clearances, EPG 751.1.2.16 Bridges Over Railroads, EPG 751.1.2.19.2 Content, EPG 751.5.2.1.1.5 Features Crossed and EPG 751.5.2.1.2.7 Features Crossed. In EPG 751.50 Standard Detailing Notes, notes A3.7 and E3.5 were also revised. EPG 643.4.1.14 Railroad Crossing Median Islands 8/29/17: The speed limit threshold for using raised islands at railroad crossings was reduced from 45 mph to 40 mph and an option was added for locations with a speed limit of 45 mph or greater. 8/24/17: The intermediate bent beam cap height for solid slab end span was revised to accommodate commercially available forming systems. Anchorage of Pile for Seismic Jobs 8/14/17: Guidance for the anchorage of pile for seismic jobs was revised in EPG 751.36.2 Anchorage of Piles for Seismic Categories B, C and D. Also, related standard detailing notes were revised and added. |