Difference between revisions of "Main Page"

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|colspan="2" |    [[image:Main Page Sep 9, 2015.jpg|center|400px|thumb|<center>'''  A new brine containment facility is being built at WilliamsburgIt will store up to 30,000 gallons of salt brine/Geo-melt and help minimize salt usage which will help return roads to near normal status more quickly. It should also help minimize the amount of time required for plows to be on the pavement.    </center>  '''  ]]  
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|colspan="2" |    [[image:Main Page Sep 16, 2015.jpg|center|400px|thumb|<center>'''  Joe Thomas of [http://www.greenboxphotography.com/ Greenbox Photography] captured this shot of the concrete pour for the new U.S 60 bridge over Rtes. B/VV in RogersvilleNext, the bridge walls are to be constructed along with new U.S. 60 pavement leading up to the bridge.  The [http://www.modot.org/southwest/major_projects/ProjectFreeway.htm U.S. 60 Rogersville project] is being designed and built by Ozark Regional Road Constructors, a team of engineering and construction companies.    </center>  '''  ]]  
 
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|colspan="2" |    [[image:Main Page Sep 8, 2015.jpg|center|400px|thumb|<center>'''  [https://www.youtube.com/watch?v=pppTzvCcvdA&feature=player_embedded Distr. Bridge Engineer David O'Connor performs a regular 24-month inspection] on a Hickory Co. bridgeHere, he checks the condition of the deck.  The info he gathers will help prioritize replacements, redecking or repair to ensure safety for travelers.  </center>  '''  ]]  
+
|colspan="2" |    [[image:Main Page Sep 9, 2015.jpg|center|400px|thumb|<center>'''  A new brine containment facility is being built at WilliamsburgIt will store up to 30,000 gallons of salt brine/Geo-melt and help minimize salt usage which will help return roads to near normal status more quickly. It should also help minimize the amount of time required for plows to be on the pavement.  </center>  '''  ]]  
 
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|colspan="2" |    [[image:Main Page Sep 4, 2015.jpg|center|400px|thumb|<center>'''  The [http://www.kshb.com/news/local-news/old-i-35-ramp-closing-new-ramp-opening-at-pleasant-valley-road-in-clay-county?autoplay=true new ramp from Pleasant Valley Rd. to SB I-35] (on the right) in Clay Co. is now openThe old interchange is outdated and substandard. The new ramp has been moved to the outside to allow for safer merging onto I-35 and less weaving of trafficTraffic signals have also been installed at the intersection. The new ramp is part of a larger effort to improve I-35 from Pleasant Valley Rd. to Vivion Rd.    '''  </center>]]
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|colspan="2" |    [[image:Main Page Sep 8, 2015.jpg|center|400px|thumb|<center>'''  [https://www.youtube.com/watch?v=pppTzvCcvdA&feature=player_embedded Distr. Bridge Engineer David O'Connor performs a regular 24-month inspection] on a Hickory Co. bridgeHere, he checks the condition of the deck.  The info he gathers will help prioritize replacements, redecking or repair to ensure safety for travelers.    '''  </center>]]
 
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|colspan="2" |    [[image:Main Page Aug 31, 2015.jpg|center|400px|thumb|<center>'''  Contractor crews replace the bridge on Route 158, near Harviell in Butler County, with a box culvert.      '''  </center>]]
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|colspan="2" |    [[image:Main Page Sep 4, 2015.jpg|center|400px|thumb|<center>'''  The [http://www.kshb.com/news/local-news/old-i-35-ramp-closing-new-ramp-opening-at-pleasant-valley-road-in-clay-county?autoplay=true new ramp from Pleasant Valley Rd. to SB I-35] (on the right) in Clay Co. is now open.  The old interchange is outdated and substandard. The new ramp has been moved to the outside to allow for safer merging onto I-35 and less weaving of traffic.  Traffic signals have also been installed at the intersection. The new ramp is part of a larger effort to improve I-35 from Pleasant Valley Rd. to Vivion Rd.      '''  </center>]]
 
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|colspan="2" |'''Perhaps you've wondered how many hits the most popular EPG articles have.  As of mid-September, the numbers of hits are:'''
 
|colspan="2" |'''Perhaps you've wondered how many hits the most popular EPG articles have.  As of mid-September, the numbers of hits are:'''
 
|-
 
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|'''20.'''  [[903.6 Warning Signs|EPG 903.6]], 120090 ||'''10.''' [[:Category:616 Temporary Traffic Control|EPG 616]], 169820
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|'''20.'''  [[903.6 Warning Signs|EPG 903.6]], 120186 ||'''10.''' [[:Category:616 Temporary Traffic Control|EPG 616]], 170002
 
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|'''19.'''  [[:Category:134 Engineering Professional Services|EPG 134]], 123819     ||'''9.'''  [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]], 203622
+
|'''19.'''  [[:Category:134 Engineering Professional Services|EPG 134]], 123871     ||'''9.'''  [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]], 203848
 
|-
 
|-
|'''18.'''  [[751.50 Standard Detailing Notes|EPG 751.50]], 126571   ||'''8.'''  [[616.23 Traffic Control for Field Operations|EPG 616.23]], 217551
+
|'''18.'''  [[751.50 Standard Detailing Notes|EPG 751.50]], 126819   ||'''8.'''  [[616.23 Traffic Control for Field Operations|EPG 616.23]], 217991
 
|-
 
|-
|'''17.'''  [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]], 130417   ||'''7.''' [[:Category:101 Standard Forms|EPG 101]], 235309
+
|'''17.'''  [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]], 130472   ||'''7.''' [[:Category:101 Standard Forms|EPG 101]], 235452
 
|-
 
|-
|'''16.'''    [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4]], 132099   ||'''6.'''  [[:Category:100 GENERAL|EPG 100]], 251145
+
|'''16.'''    [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4]], 132212   ||'''6.'''  [[:Category:100 GENERAL|EPG 100]], 251344
 
|-
 
|-
|'''15.'''    [[751.5 Standard Details|EPG 751.5]], 137470     ||'''5.'''  [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]], 258639
+
|'''15.'''    [[751.5 Standard Details|EPG 751.5]], 137580     ||'''5.'''  [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]], 258875
 
|-
 
|-
|'''14.'''    [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]], 140326     || '''4.''' [[136.12 Figures, Glossary and Other Useful Links|EPG 136.12]], 260824
+
|'''14.'''    [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]], 140523     || '''4.''' [[136.12 Figures, Glossary and Other Useful Links|EPG 136.12]], 261434
 
|-
 
|-
|'''13.'''    [[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9]], 148818   || '''3.''' [[:Category:900 TRAFFIC CONTROL|EPG 900]], 280481
+
|'''13.'''    [[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9]], 148948   || '''3.''' [[:Category:900 TRAFFIC CONTROL|EPG 900]], 280701
 
|-
 
|-
|'''12.'''  [[:Category:903 Highway Signing|EPG 903]], 151545 ||'''2.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]], 328334
+
|'''12.'''  [[:Category:903 Highway Signing|EPG 903]], 151695 ||'''2.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]], 328702
 
|-
 
|-
|'''11.'''  [[:Category:200 GEOMETRICS|EPG 200]], 159425 ||'''1.''' EPG Main Page, 2093716
+
|'''11.'''  [[:Category:200 GEOMETRICS|EPG 200]], 159576 ||'''1.''' EPG Main Page, 2097113
 
|}
 
|}
  

Revision as of 13:37, 16 September 2015

EPG 2013b.jpg


HELPFUL EPG VIDEOS: •Logging into the EPG •Finding Info in the EPG
•Article History & How to Receive EMails When Articles are Revised
___________
Want help on how to update your EPG guidance?  It is available at EPG Approval Process.
___________
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.


WELCOME
RECENT POLICY CHANGES IN THE EPG
Joe Thomas of Greenbox Photography captured this shot of the concrete pour for the new U.S 60 bridge over Rtes. B/VV in Rogersville. Next, the bridge walls are to be constructed along with new U.S. 60 pavement leading up to the bridge. The U.S. 60 Rogersville project is being designed and built by Ozark Regional Road Constructors, a team of engineering and construction companies.
A new brine containment facility is being built at Williamsburg. It will store up to 30,000 gallons of salt brine/Geo-melt and help minimize salt usage which will help return roads to near normal status more quickly. It should also help minimize the amount of time required for plows to be on the pavement.
Distr. Bridge Engineer David O'Connor performs a regular 24-month inspection on a Hickory Co. bridge. Here, he checks the condition of the deck. The info he gathers will help prioritize replacements, redecking or repair to ensure safety for travelers.

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 30 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.

The new ramp from Pleasant Valley Rd. to SB I-35 (on the right) in Clay Co. is now open. The old interchange is outdated and substandard. The new ramp has been moved to the outside to allow for safer merging onto I-35 and less weaving of traffic. Traffic signals have also been installed at the intersection. The new ramp is part of a larger effort to improve I-35 from Pleasant Valley Rd. to Vivion Rd.
Perhaps you've wondered how many hits the most popular EPG articles have. As of mid-September, the numbers of hits are:
20. EPG 903.6, 120186 10. EPG 616, 170002
19. EPG 134, 123871 9. EPG 600, 203848
18. EPG 751.50, 126819 8. EPG 616.23, 217991
17. EPG 751.40, 130472 7. EPG 101, 235452
16. EPG 136.4, 132212 6. EPG 100, 251344
15. EPG 751.5, 137580 5. EPG 700, 258875
14. EPG 620.2, 140523 4. EPG 136.12, 261434
13. EPG 136.9, 148948 3. EPG 900, 280701
12. EPG 903, 151695 2. EPG 751, 328702
11. EPG 200, 159576 1. EPG Main Page, 2097113

EPG 941.5 Request by a City to Construct a “WELCOME TO” Monument

9/14/15: Guidance has been provided for the revised approval process for the "WELCOME TO" Monument.

Standard Detailing Notes on Bridge Standard Drawings for Prestressed Panels

9/10/15: New references to prestressed truncated end deck panels have been added.

EPG 617.1.1 Temporary Concrete Traffic Barrier – Type F

9/9/15: Guidance for Temporary Concrete Traffic Barrier Standard Drawings now reflects recent crash studies. Of particular note, the Midwest State's Regional Pooled Fund Research Program Report TRP-03-113-03 (revised) recommends the design deflection limit for free standing (unpinned) temporary traffic barrier be set at 2 feet. This would reduce instances in which temporary traffic barrier would require pinning.

EPG 606.1.3.2 Approved Crashworthy End Terminals

9/9/15: Previously, a contractor would typically choose the cheapest end treatment from the approved list and provide that unit whether it was the best solution or not. For that reason, end treatments are now further subdivided to more closely match the hardware to its intended use, performance, reusability and cost of repair.

Determination of the International Roughness Index

9/9/15: Guidance now codifies the intent that no filters may be used to distort the true road profile measurement with an inertial profiler.

Airport Requirements

9/9/15: Guidance in EPG 235.8 Airports now details the requirements for Obstruction Evaluation/Airport Airspace Analysis that ensure that FAA filing requirements are met when MoDOT operations impact FAA airspace.

EPG 133.4 Snow and Ice Control Operations

9/8/15: Guidance for non-continuous operations routes and plowing was clarified. It has never been intended to meet objectives on the non-continuous treatment routes "as soon as possible". Rather, operations on these routes may be suspended overnight and at times when progress is not being made.

EPG 751.50 Standard Detailing Notes

9/8/15: Clarified numerous notes and revised the Bridge Approach Slab Notes to match the recent release of new Bridge Approach Slab std. drawings.

Series I Protective Coating

8/28/15: Guidance in EPG 751.14.5.8 Protective Coating Requirements and EPG 751.50 Standard Detailing Notes A4. Protective Coatings was revised to conform to Sec 1081, clarifying when to use System I.

Alternate Paving Minimal Thickness

8/27/15: Guidance was clarified to indicate the minimal thickness of pavement must be 7" for a Life Cycle Cost Adjustment to be applied.

EPG 129.4 Coordination with other Agencies

8/25/15: Guidance was clarified about the list of agencies with whom to coordinate the environmental process.

EPG 105.15 Acceptance

8/25/15: Guidance about contractor's surety has been clarified since contractor surety has not been necessary for some time.

Illicit Discharge Detection and Elimination (IDDE) Fact Sheet

8/24/15: This helpful document is available at EPG 127.29.5 MCM 3: Illicit Discharge Detection and Elimination.

EPG 550.1 Safety EdgeSM

8/19/15: This new subarticle updates EPG guidance to current practice for concrete design.

EPG 806.7.6 Pollution, Erosion and Sediment Control Basis of Payment

8/17/15: To maintain compliance with the Consent Decree's requirements, erosion control change order guidance has been provided.

Erosion Control Change Orders

8/11/15: Guidance was updated in EPG 109.12 Change Orders because the EPA is now mandating the Stormwater Compliance and Environmental Specialist be able to execute change orders up to $100,000 for erosion control items.

ET-Plus Policy

8/7/15: In EPG 606.1.3.1 3R/4R Projects, guidance now requires ET-Plus end treatment devices to be replaced during construction or repair, including anytime existing adjacent guardrail is raised or the end treatment modified.

Concrete Coring

8/6/15: In several locations in EPG 751 LRFD Bridge Design Guidelines, references to concrete coring of drilled shafts were removed because it is no longer specified on a set of bridge plans for integrity testing of drilled shafts. During construction, concrete coring may still be called for by the engineer when there is a dispute with the sonic logging testing.

Geometric Layout of a Diamond Interchange

7/31/15: In EPG 234.2.1.1 Ramp and Preliminary Plan Criteria, the 700 ft. dimension between ramp termini previously shown in this diagram was revised to 800 ft. to reflect recent USDOT/FHWA guidance.

EPG 236.3.7.5 Distribution of Clearance Certification

7/24/15: Guidance has been provided for loading documents into RWPA.

Work Zone Questions for the Core Team

7/23/15: This new list has been produced to aid PMs and the core team to develop the WZ JSP and to identify early on the WZ impacts. It is available in EPG 616.14.3.2.4 Project Core Team.

PCC and Superpave Smoothness

7/22/15: Guidance about PCC and Superpave concerning smoothness in EPG 403.1.17 Quality Control, EPG 403.1.21 Basis of Payment and EPG 502.1.8 Surface Test was revised to comply with Sec 610. 

Engineering Policy Group Ballot Cycles

7/17/15: The ballot cycle dates have been updated.

New RW Form

7/15/15: The new Property Owner Opinion Survey will help property owners show how MoDOT representatives performed their job of acquiring property rights and, perhaps, indicate possible future improvements.

Fatal Crash Reviews

7/15/15: Fatal crash reviews are now an optional regional council process. EPG 907.6 Fatal Crash Reviews has been removed.

Composite Design for Steel Superstructures

7/9/15: In EPG 751.10.2.1 Precast Prestressed Concrete Panel Forms - Design and especially in EPG 751.14.4 Composite Design, guidance and details about making steel girders and beams composite were added.