From Engineering Policy Guide
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|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.
3/21/17: RW agreement guidance has been updated to current procedures.
3/20/17: Guidance about the grading limits was clarified when using MASH crashworthy end terminals for the exposed ends of all new runs of guardrail.
3/17/17: Guidance for WZ Transportation Management was clarified.
3/17/17: A new standard detailing note is available to show that it is not required for AASHTO’s design live load for ornamental pedestrian fencing to be applied simultaneously.
3/16/17: in EPG 126.96.36.199 Substantially Rebuilt Conforming Out of Standard Outdoor Advertising and EPG 188.8.131.52 Deteriorated or Damaged Nonconforming Outdoor Advertising, the process for sending ODA courtesy letter was revised.
3/16/17: Object Marker usage policy was clarified, including new figures showing standard installation details.
3/8/17: New guidance for aligning NU top flange, straight and harped prestressing strands, when possible, in NU prestressed girders to aid in fabricating flange blockouts.
Bridge Memo and Design Layout Requirements
Galvanized Steel Pipes
3/7/17: Guidance in several articles, including EPG 7184.108.40.206 Substructure Type , EPG 751.32.3 Details, EPG 751.36.2 Steel Pile and EPG 751.50 Standard Detailing Notes E.2, has been updated to require all steel pile (HP, Closed end CIP, Opened end CIP) to be galvanized.
2/23/17: Guidance for products has been updated for 2017.
2/21/17: In EPG 104.7 Estimates, the Cost Estimate Guide for rural preliminary design was updated.
2/17/17: Guidance about the Partial Deed of Release has been updated to reflect current practices.
Epoxy Coated Reinforcing
2/15/17: Guidance in EPG 7220.127.116.11.2 Epoxy Coated Reinforcement Requirements has expanded the use of epoxy coated reinforcement in bridge structures.
Traffic Signal Maintenance
2/15/17: Signal-related preventive maintenance and inspection process guidance in EPG 902.4.2.1 Controller and Cabinet Replacement Program and EPG 902.5.8.3 Signal Maintenance was updated.
2/15/17: New and updated guidance provides permit requirements. Also, new EPG 129.13 Public Involvement for Stormwater guidance describes the public involvement process that allows input on new permits.
2/15/17: New guidance implements the Work Zone No Phone Zone signs. TA-50 was also updated.
2/10/17: Guidance about deflection fitting and expansion fitting requirements was clarified.
2/9/17: Guidance for formed and unformed repair areas was clarified.
Links to Maintenance Agreements
2/3/17: Several articles, such as EPG 171.1.1 Agreements, that have links to Maintenance Agreements, were updated due to the new eAgreements SharePoint site.
1/17/17: Guidance has been updated and expanded.
1/11/17: Due to a new MOU with MSHP, snow and ice removal will be performed for all paved surfaces immediately adjacent to weigh station facilities.
1/4/17: Guidance has been clarified that a firm is not required to submit a certificate of authority to become prequalified when the firm does work outside the jurisdiction of the MO Board for APEPLSPLA.
1/4/17: The Bridge Seismic Design Process Flowchart has been revised.
12/6/16: General guidance was added for rehabilitating existing bent cap using fiber reinforced polymer reinforcement for shear strengthening.