Difference between revisions of "Main Page"

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m (EPG 236.5)
m (EPG 750.7.3.3)
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|colspan="2"|'''Perhaps you've wondered how many hits the most popular EPG articles have.  As of late September, the numbers of hits are:'''
 
|colspan="2"|'''Perhaps you've wondered how many hits the most popular EPG articles have.  As of late September, the numbers of hits are:'''
 
|-
 
|-
|'''20.''' [[136.12 Figures and Glossary|EPG 136.12]], 46579||'''10.''' [[:Category:903 Highway Signing|EPG 903]], 79787
+
|'''20.''' [[136.12 Figures and Glossary|EPG 136.12]], 46808||'''10.''' [[:Category:903 Highway Signing|EPG 903]], 79881
 
|-
 
|-
|'''19.''' [[:Category:1000 MATERIALS|EPG 1000]], 57542||'''9.''' [[:Category:616 Temporary Traffic Control|EPG 616]], 95807
+
|'''19.''' [[:Category:1000 MATERIALS|EPG 1000]], 57580||'''9.''' [[:Category:616 Temporary Traffic Control|EPG 616]], 95908
 
|-
 
|-
|'''18.''' [[903.5 Regulatory Signs|EPG 903.5]], 62027||'''8.''' [[:Category:200 GEOMETRICS|EPG 200]], 108565
+
|'''18.''' [[903.5 Regulatory Signs|EPG 903.5]], 62160||'''8.''' [[:Category:200 GEOMETRICS|EPG 200]], 108609
 
|-
 
|-
|'''17.''' [[751.13 Expansion Devices|EPG 751.13]], 63394||'''7.''' [[616.23 Traffic Control for Field Operations|EPG 616.23]], 109605
+
|'''17.''' [[751.13 Expansion Devices|EPG 751.13]], 63442||'''7.''' [[616.23 Traffic Control for Field Operations|EPG 616.23]], 109747
 
|-
 
|-
|'''16.''' [[751.5 Standard Details|EPG 751.5]], 65958 ||'''6.''' [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]], 131708
+
|'''16.''' [[751.5 Standard Details|EPG 751.5]], 66069 ||'''6.''' [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]], 131809
 
|-
 
|-
|'''15.''' [[903.6 Warning Signs|EPG 903.6]], 67073 ||'''5.''' [[:Category:100 GENERAL|EPG 100]], 157114
+
|'''15.''' [[903.6 Warning Signs|EPG 903.6]], 67209 ||'''5.''' [[:Category:100 GENERAL|EPG 100]], 157244
 
|-
 
|-
|'''14.''' [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]], 69025||'''4.''' [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]], 163577
+
|'''14.''' [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]], 69094||'''4.''' [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]], 163705
 
|-
 
|-
|'''13.''' [[:Category:101 Standard Forms|EPG 101]], 73365 ||'''3.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]], 171159
+
|'''13.''' [[:Category:101 Standard Forms|EPG 101]], 73581 ||'''3.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]], 171413
 
|-
 
|-
|'''12.''' [[:Category:400 FLEXIBLE PAVEMENT|EPG 400]], 73864||'''2.''' [[:Category:900 TRAFFIC CONTROL|EPG 900]], 181927
+
|'''12.''' [[:Category:400 FLEXIBLE PAVEMENT|EPG 400]], 74007||'''2.''' [[:Category:900 TRAFFIC CONTROL|EPG 900]], 182058
 
|-
 
|-
|'''11.''' [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]], 74456 ||'''1.''' EPG Main Page, 828041
+
|'''11.''' [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]], 74502 ||'''1.''' EPG Main Page, 829839
 
|}
 
|}
  
 
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|valign="top" cellspacing="0" cellpadding="5" style="border: 1px solid #FFA500; background:#ffdead"|
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'''[http://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations#750.7.3.3_Environmental_Requirements_for_Culverts Environmental Requirements for Culverts]'''
 +
 +
9/28/12: Guidance based on a new USCOE stricture has been revised to require new and replacement culverts with inside widths or diameters greater than 4 ft. to have the culvert's invert embedded at least 1 ft. below the natural stream bottom and to convey the geomorphic bankfull discharge with an average velocity within the culvert similar to upstream and downstream velocities.  [[750.7 Non-Hydraulic Considerations#750.7.3.3 Environmental Requirements for Culverts|EPG 750.7.3.3 Environmental Requirements for Culverts]] is the primary source for this new requirement's details, but [[127.4 Wetlands and Streams#127.4.1.1 Overview|EPG 127.4.1.1]], [[127.4 Wetlands and Streams#127.4.4 Maintenance Activities|EPG 127.4.4 Maintenance Activities]] and [[750.2 Culverts|EPG 750.2 Culverts]] were also among the articles affected.
 +
 
'''Compensation for Changes in Access to Noncontiguous Properties'''
 
'''Compensation for Changes in Access to Noncontiguous Properties'''
  
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8/23/12: Bridge has updated numerous figures in [[751.40 Widening and Repair (Non-LRFD)#CAST-IN-PLACE DECK WITHOUT AN EXISTING WEARING SURFACE HYDRO DEMOLITION|EPG 751.40.2.4.1 Cast-In-Place Deck With (and Without) an Existing Wearing Surface, Hydro Demolition]] to match the standard plans.
 
8/23/12: Bridge has updated numerous figures in [[751.40 Widening and Repair (Non-LRFD)#CAST-IN-PLACE DECK WITHOUT AN EXISTING WEARING SURFACE HYDRO DEMOLITION|EPG 751.40.2.4.1 Cast-In-Place Deck With (and Without) an Existing Wearing Surface, Hydro Demolition]] to match the standard plans.
 
'''Consultant Contract Invoicing'''
 
 
8/22/12: The invoice template guidance was clarified and slightly expanded in [[:Category:134 Engineering Professional Services#134.5.1 Invoicing|EPG 134.5.1 Invoicing]].
 

Revision as of 13:17, 28 September 2012

EPG.jpg


HELPFUL EPG VIDEOS: •Logging into the EPG
•Finding Info in the EPG
•Article History & How to Receive EMails When Articles are Revised
WELCOME
RECENT POLICY CHANGES IN THE EPG
Electrician Assistant Charles Armstrong, left, and Sr. Electrician Jeff Phipps replace a signal controller for a traffic signal on Route YY at Rte. 65 in Springfield.
Nearly 200 people attended the Flintlock Flyover groundbreaking to kick off the project. A new bridge and road on Flintlock Road will be constructed over I-35 in Liberty and Kansas City.

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. Millions of 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.

As part of the Bolder Five-Year Direction, MoDOT is vacating the leased facility located at 1320 Creek Trail Dr. in Jefferson City. Terminating the lease at Creek Trail will free up nearly $500,000 per year, which can be used on vital road and bridge projects. Relocating Motor Carrier Services, Maintenance, and Traffic and Highway Safety divisions from Creek Trail Drive to 830 MoDOT Drive will require moving some of the other MoDOT divisions at the remaining Jefferson City locations.
Work is underway to widen ramps at the Rtes. 47/67 interchange in Bonne Terre.
Perhaps you've wondered how many hits the most popular EPG articles have. As of late September, the numbers of hits are:
20. EPG 136.12, 46808 10. EPG 903, 79881
19. EPG 1000, 57580 9. EPG 616, 95908
18. EPG 903.5, 62160 8. EPG 200, 108609
17. EPG 751.13, 63442 7. EPG 616.23, 109747
16. EPG 751.5, 66069 6. EPG 600, 131809
15. EPG 903.6, 67209 5. EPG 100, 157244
14. EPG 620.2, 69094 4. EPG 700, 163705
13. EPG 101, 73581 3. EPG 751, 171413
12. EPG 400, 74007 2. EPG 900, 182058
11. EPG 751.40, 74502 1. EPG Main Page, 829839

Environmental Requirements for Culverts

9/28/12: Guidance based on a new USCOE stricture has been revised to require new and replacement culverts with inside widths or diameters greater than 4 ft. to have the culvert's invert embedded at least 1 ft. below the natural stream bottom and to convey the geomorphic bankfull discharge with an average velocity within the culvert similar to upstream and downstream velocities. EPG 750.7.3.3 Environmental Requirements for Culverts is the primary source for this new requirement's details, but EPG 127.4.1.1, EPG 127.4.4 Maintenance Activities and EPG 750.2 Culverts were also among the articles affected.

Compensation for Changes in Access to Noncontiguous Properties

9/27/12: Guidance in EPG 236.5.28.3 Compensation for Changes in Access was updated to show that now MoDOT will now always perform an appraisal when there is a shift in access to a noncontiguous property.

Pavement Marking

9/26/12: Both the Pavement Marking Guidelines table and EPG 620.1.4 Materials were revised because several non-standard JSPs (including epoxy and high build pavement markings) were combined into JSPs.

LPA Policy Changes

9/25/12: Information formerly available at EPG 136.12.3.5 is now presented at EPG 136.13 LPA Policy Changes.

NU Girder Design

9/18/12: In EPG 751.22.2.3, guidance was clarified that for all NU girders the 3/8" diameter strands used for reinforcement support and the top, WWR are required and shall be used for A1 reinforcement design. In EPG 751.50, Note H2c2.10 was revised to define the required bond breaker at the edges of NU top flanges to be two layers of 30-lb roofing felt girders.

Safety Edge Guidance Clarification

9/17/12: On minor routes, a Safety EdgeSM will be constructed at the edge of each shoulder that is 4 ft. wide or narrower.

Safety Videos

9/17/12: Mowing Safety and Asphalt Operations are available for viewing at EPG 132 Safety and other articles. These videos were produced by MoDOT supervisors for MoDOT supervisors. The Mowing Safety video should assist the supervisors and crew leaders in their Morning Muster Safety talks.

Seal Coat Guidance

9/12/12: The Contract Seal Coat Guidelines, Job Special Provisions and the Contract Seal Coat Plan Templates have been updated.

Bridge Clearance Report Form (C-239A)

9/10/12: This form has been updated in both EPG 101 Standard Forms and EPG 760 General Construction Inspection for Structures.

Erosion & Sediment Control Plans

9/7/12: EPG 127.25.4.1 Storm Water Regulations has been revised to comply with the land disturbance permit. A note must be added to erosion and sediment control plans identifying all the primary receiving waters within a project's limits and/or within one mile of the jobsite.

Major Highways Map

9/7/12: Transportation Planning has updated this important document in EPG 822.6 Definitions for Roadside Vegetation Management and numerous other articles. This map specifies roadways for many critical procedures.

EPG 1020.2.5.1 Mill and Factory Inspection

9/6/12: Guidance was revised to correct mil thicknesses of coating to harmonize with ASTM A924.

EPG 230.2.10 Bridge Considerations

9/5/12: The intent of design exception was clarified in the guidance for bridge considerations of vertical alignment.

Cost Estimate Guide for Rural Preliminary Design

9/5/12: This document has been updated with current figures in EPG 104.7 Estimates.

ADA Checklist

9/4/12: The ADA Checklist was updated, replacing the old "ADA Post-Construction Checklist". The new ADA Checklist presents expanded information to comply with the US Access Board's PROWAG 2005 and 2010 ADA/ABA standards.

Value Engineering

9/4/12: EPG 130 Value Engineering was clarified to bring guidance in line with nationwide VE standards.

Three Updated QRGs

8/31/12: Contractor Pay Estimates, Daily Work Reports and Subcontracts were updated.

Navigable Waters Insurance Protection

8/30/12: Navigable Waters Insurance Protection guidance was added to help Resident Engineers understand when this special type of insurance is required and what is needed to verify coverage.

Prime Consultants and Subconsultants

8/29/12: In EPG 134.1.3 Consultant Qualification, guidance was clarified for qualification.

Anchor Bolts Used on Weathering Steel Bridges

8/28/12: Bridge has clarified some the H3c and d Bearings Standard Detailing Notes to change the requirement for anchor bolts used on weathering steel bridges to coated with inorganic zinc primer. Also, in numerous notes and figures, especially in EPG 751.11.3 Details, "rod" was changed to "bolt", as in "anchor bolt".

Full Depth Pavement Repair Dowel Bars

8/28/12: New guidance instructs designers calculating quantities for full depth repairs that each dowel bar is to be counted separately as a pay item, regardless of whether being drilled into a slab or placed as part of a dowel basket with other bars.

Links to Free Web-based NHI Training

8/27/12: Links to NHI's Transportation Curriculum Coordination Council courses are now available at EPG 106.18 Technician Certification Program.

Overcoating Existing Steel Standard Detailing Notes

8/24/12: Three paint notes were modified, primarily revising an existing note that prime coat shall not be required for calcium sulfonate overcoating projects.

Two Updated QRGs

8/23/12: Change Orders – Value Engineering and Job Order Contracts were updated.

Widening and Repair of Bridges

8/23/12: Bridge has updated numerous figures in EPG 751.40.2.4.1 Cast-In-Place Deck With (and Without) an Existing Wearing Surface, Hydro Demolition to match the standard plans.