Difference between revisions of "Main Page"

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|[[image:Main Page May 19, 2017.jpg|center|400px|thumb|<center>'''  Work continues on the [http://www.modot.org/stlouis/major_projects/Route47MissouriRiverBridge/ Rte. 47 Missouri River Bridge] construction site.  The project, awarded to [http://www.alberici.com/about/Pages/News-Detail.aspx?nid=59 Alberici] in 2016 for almost $63 million, will replace the narrow 1936 bridge by late 2018. The new bridge will have two 12 ft. lanes, 10 ft. shoulders on the inside and outside, and a 10 ft. protected bike/pedestrian path as well as decorative lighting, railing details and decorative columns.    </center> ''']]
 
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|[[image:Main Page May 17, 2017.jpg|center|400px|thumb|<center>'''Great damage, in this case to Hammond Bridge on Rte. CC in eastern Ozark County, from recent heavy rains. The North Fork White River pushed the bridge, built in 1975, about 300 ft. downstream. Rte. CC remains closed.    </center> ''']]
 
|[[image:Main Page May 17, 2017.jpg|center|400px|thumb|<center>'''Great damage, in this case to Hammond Bridge on Rte. CC in eastern Ozark County, from recent heavy rains. The North Fork White River pushed the bridge, built in 1975, about 300 ft. downstream. Rte. CC remains closed.    </center> ''']]
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|[[image:Main Page April 20, 2017.jpg|center|400px|thumb|<center>'''  The TMA Flagger won the People's Choice Award and the Director's Safety Award at the [http://sharepoint/systemdelivery/TP/Documents/InnovationsChallenge.aspx 2017 Innovations Challenge Showcase]. This innovation was produced by Maintc. Supervisor Travis Teter, Maintc. Supervisor David Eppright, Maintc. Crew Leader Russell Fisher and Equipment Technician Supervisor Chris Zurn. The idea started when Teter received a call from his twin brother, who is also a flagger, about the on-the-job death of another flagger on his team. The innovation with the loud horn eliminates the need of a flagger in the work zone and increases safety in all types of work zones by improving directions to motorists while also protecting the work area with a [[:Category:612 Impact Attenuators#612.1.1 Truck- and Trailer-Mounted Attenuators|TMA]]. [[image:Main Page 2 April 20, 2017.jpg|center|400px]] MHTC Vice Chair Gregg Smith and Equipment Technician Supervisor Chris Zurn<br/><br/>The innovation, a boat trailer style TMA modified to be an [[616.5 Flagger Control (MUTCD Chapter 6E)#616.5.4 Automated Flagger Assistance Devices (MUTCD 6E.04)|AFAD]], uses three color variable message boards, an automated stop and slow paddle and a flashing signal.      </center> ''']]
 
 
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|colspan="5" | <font size = 2> '''Perhaps you've wondered how many hits the most popular EPG articles have.  As of mid-May, the numbers of hits are:'''
 
|colspan="5" | <font size = 2> '''Perhaps you've wondered how many hits the most popular EPG articles have.  As of mid-May, the numbers of hits are:'''
 
|-
 
|-
|<font size=2>'''20.'''  [[:Category:136 Local Public Agency (LPA) Policy|EPG 136]]||<font size = 2> 157974 ||&nbsp;<font size = 2>'''10.''' [[751.5 Standard Details|EPG 751.5]]|| align="right"| <font size = 2> 215037
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|<font size=2>'''20.'''  [[:Category:136 Local Public Agency (LPA) Policy|EPG 136]]||<font size = 2> 158113 ||&nbsp;<font size = 2>'''10.''' [[751.5 Standard Details|EPG 751.5]]|| align="right"| <font size = 2> 215239
 
|-
 
|-
|<font size = 2>'''19.'''  [[:Category:134 Engineering Professional Services|EPG 134]]||<font size = 2> 159217   ||&nbsp;<font size = 2>'''9.'''  [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]]||align="right"|<font size = 2> 245251
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|<font size = 2>'''19.'''  [[:Category:134 Engineering Professional Services|EPG 134]]||<font size = 2> 159425   ||&nbsp;<font size = 2>'''9.'''  [[:Category:600 INCIDENTAL CONSTRUCTION|EPG 600]]||align="right"|<font size = 2> 245463
 
|-
 
|-
|<font size = 2>'''18.'''  [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]]||<font size = 2> 163375   ||&nbsp;<font size = 2>'''8.'''  [[616.23 Traffic Control for Field Operations|EPG 616.23]]||align="right"|<font size = 2> 262314
+
|<font size = 2>'''18.'''  [[751.40 Widening and Repair (Non-LRFD)|EPG 751.40]]||<font size = 2> 163448   ||&nbsp;<font size = 2>'''8.'''  [[616.23 Traffic Control for Field Operations|EPG 616.23]]||align="right"|<font size = 2> 262403
 
|-
 
|-
|<font size = 2>'''17.'''    [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4]]||<font size = 2> 168474     ||&nbsp;<font size = 2>'''7.''' [[:Category:100 GENERAL|EPG 100]]||align="right"|<font size = 2> 297387
+
|<font size = 2>'''17.'''    [[136.4 Consultant Selection and Consultant Contract Management|EPG 136.4]]||<font size = 2> 168536     ||&nbsp;<font size = 2>'''7.''' [[:Category:100 GENERAL|EPG 100]]||align="right"|<font size = 2> 297544
 
|-
 
|-
|<font size = 2>'''16.'''    [[751.50 Standard Detailing Notes|EPG 751.50]]||<font size = 2> 177412     ||&nbsp;<font size = 2>'''6.'''  [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]]||align="right"|<font size = 2> 308840
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|<font size = 2>'''16.'''    [[751.50 Standard Detailing Notes|EPG 751.50]]||<font size = 2> 177509     ||&nbsp;<font size = 2>'''6.'''  [[:Category:700 STRUCTURES AND HYDRAULICS|EPG 700]]||align="right"|<font size = 2> 309060
 
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|-
|<font size = 2>'''15.'''    [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]]||<font size = 2> 178812     ||&nbsp;<font size = 2>'''5.'''  [[:Category:900 TRAFFIC CONTROL|EPG 900]]||align="right"|<font size = 2> 329972
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|<font size = 2>'''15.'''    [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)|EPG 620.2]]||<font size = 2> 179094     ||&nbsp;<font size = 2>'''5.'''  [[:Category:900 TRAFFIC CONTROL|EPG 900]]||align="right"|<font size = 2> 330151
 
|-
 
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|<font size = 2>'''14.'''    [[:Category:903 Highway Signing|EPG 903]]||<font size = 2> 184312     ||&nbsp;<font size = 2>'''4.'''  [[:Category:101 Standard Forms|EPG 101]]||align="right"|<font size = 2> 337112
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|<font size = 2>'''14.'''    [[:Category:903 Highway Signing|EPG 903]]||<font size = 2> 184400     ||&nbsp;<font size = 2>'''4.'''  [[:Category:101 Standard Forms|EPG 101]]||align="right"|<font size = 2> 337486
 
|-
 
|-
|<font size = 2>'''13.'''    [[:Category:200 GEOMETRICS|EPG 200]]||<font size = 2> 184994   ||&nbsp;<font size = 2>'''3.''' [[136.12 Figures, Glossary and Other Useful Links|EPG 136.12]] ||align="right"|<font size = 2> 361920
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|<font size = 2>'''13.'''    [[:Category:200 GEOMETRICS|EPG 200]]||<font size = 2> 185067   ||&nbsp;<font size = 2>'''3.''' [[136.12 Figures, Glossary and Other Useful Links|EPG 136.12]] ||align="right"|<font size = 2> 362019
 
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|<font size = 2>'''12.'''    [[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9]]||<font size = 2> 202727   ||&nbsp;<font size = 2>'''2.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]]||align="right"|<font size = 2> 430351
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|<font size = 2>'''12.'''    [[136.9 Plans, Specs and Estimates (PSE)|EPG 136.9]]||<font size = 2> 202804   ||&nbsp;<font size = 2>'''2.''' [[:Category:751 LRFD Bridge Design Guidelines|EPG 751]]||align="right"|<font size = 2> 426040
 
|-
 
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|width="130"|<font size = 2>'''11.'''    [[:Category:616 Temporary Traffic Control|EPG 616]]||<font size = 2> 206660   || width="150"|&nbsp;<font size = 2>'''1.''' EPG Main Page||align="right"|<font size = 2> 2780968
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|width="130"|<font size = 2>'''11.'''    [[:Category:616 Temporary Traffic Control|EPG 616]]||<font size = 2> 206770   || width="150"|&nbsp;<font size = 2>'''1.''' EPG Main Page||align="right"|<font size = 2> 2783638
 
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'''18 in. Embedment in Concrete'''
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5/19/17: Guidance in [[751.32 Concrete Pile Cap Intermediate Bents#751.32.3.2 Typical Pile Cap Bent|EPG 751.32 Concrete Pile Cap Intermediate Bents]], [[751.34 Concrete Pile Cap Non-Integral End Bents#751.34.3.2 Wide Flange Beams, Plate Girders and Prestressed Girders|EPG 751.34 Concrete Pile Cap Non-Integral End Bents]], [[751.35 Concrete Pile Cap Integral End Bents#751.35.3.3 Prestressed Girder End Bent |EPG 751.35.3 Dimensions]], [[751.39 Seal Course|EPG 751.39 Seal Course]] and [[751.50 Standard Detailing Notes#G7. Steel HP Pile|EPG 751.50 G7]] for pile cap bent, end bent and seal course was revised to show 18 in. embedment in concrete for all piles.
 +
 
'''[[236.7 Negotiation#236.7.2.3 Prompt Offer of Just Compensation|EPG 236.7 Negotiation]]'''
 
'''[[236.7 Negotiation#236.7.2.3 Prompt Offer of Just Compensation|EPG 236.7 Negotiation]]'''
  
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'''Epoxy Coated Reinforcing'''
 
'''Epoxy Coated Reinforcing'''
  
2/15/17: Guidance in [[751.5 Structural Detailing Guidelines#751.5.9.2.2 Epoxy Coated Reinforcement Requirements|EPG 751.5.9.2.2 Epoxy Coated Reinforcement Requirements]] has expanded the use of epoxy coated reinforcement in bridge structures.
+
2/15/17: Guidance in [[751.5 Structural Detailing Guidelines#751.5.9.2.2 Epoxy Coated Reinforcement Requirements|EPG 751.5.9.2.2 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 [[902.4 Signal Installations and Equipment#902.4.2.1 Controller and Cabinet Replacement Program|EPG 902.4.2.1 Controller and Cabinet Replacement Program]] and [[902.5 Traffic Control Signal Features (MUTCD Chapter 4D)#902.5.8.3 Signal Maintenance|EPG 902.5.8.3 Signal Maintenance]] was updated.
 

Revision as of 14:59, 19 May 2017

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
Work continues on the Rte. 47 Missouri River Bridge construction site. The project, awarded to Alberici in 2016 for almost $63 million, will replace the narrow 1936 bridge by late 2018. The new bridge will have two 12 ft. lanes, 10 ft. shoulders on the inside and outside, and a 10 ft. protected bike/pedestrian path as well as decorative lighting, railing details and decorative columns.
Great damage, in this case to Hammond Bridge on Rte. CC in eastern Ozark County, from recent heavy rains. The North Fork White River pushed the bridge, built in 1975, about 300 ft. downstream. Rte. CC remains closed.

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.


Perhaps you've wondered how many hits the most popular EPG articles have. As of mid-May, the numbers of hits are:
20. EPG 136 158113  10. EPG 751.5 215239
19. EPG 134 159425  9. EPG 600 245463
18. EPG 751.40 163448  8. EPG 616.23 262403
17. EPG 136.4 168536  7. EPG 100 297544
16. EPG 751.50 177509  6. EPG 700 309060
15. EPG 620.2 179094  5. EPG 900 330151
14. EPG 903 184400  4. EPG 101 337486
13. EPG 200 185067  3. EPG 136.12 362019
12. EPG 136.9 202804  2. EPG 751 426040
11. EPG 616 206770  1. EPG Main Page 2783638

18 in. Embedment in Concrete

5/19/17: Guidance in EPG 751.32 Concrete Pile Cap Intermediate Bents, EPG 751.34 Concrete Pile Cap Non-Integral End Bents, EPG 751.35.3 Dimensions, EPG 751.39 Seal Course and EPG 751.50 G7 for pile cap bent, end bent and seal course was revised to show 18 in. embedment in concrete for all piles.

EPG 236.7 Negotiation

5/12/17: The minimum offer of prompt offer of just compensation has been increased from $300 to $500.

Contract Leveling Course (CLC) and Seal Coat

5/10/17: The Contract Leveling Course and Seal Coat guidelines as well as their respective JSP packages were updated.

EPG 137 Construction Inspection Guidance for Records to be Maintained

5/1/17: Guidance was updated to reflect that project documents are now stored in eProjects.

EPG 460.3.13 Asphalt Binder Sampling and Test Results

4/25/17: New guidance has been provided for handling failing binder samples and for when additional testing may take place. Also, recommended penalties are provided for failing binders at the different levels.

Girder Chair Details

4/11/17: In EPG 751.11.3.6 Girder/Beam Chairs, EPG 751.22.3.10 Closed Intermediate Bent Diaphragms and EPG 751.35.3 Dimensions, girder chair details and end distances from center line of bearing to end of steel and prestressed girders were clarified.

New Corps of Engineers Regional Condition

4/10/17: EPG 750.7.3 Environmental Requirements was updated with the new Corps of Engineers Regional Condition, which affects culvert design.

Slab Drain Standard Detailing Notes

4/6/17: The slab drain notes were correlated with all the slab drain standard drawings.

EPG 127.4 Wetlands and Streams

4/5/17: Guidance for classifying streams has been added.

Temporary Rumble Strips

3/29/17: Two location notes and the color of the rumbles in the legends of Fig. 616.6.87.1 Rumble Strip Placement in Flagging Operations and Fig. 616.6.87.2 Rumble Strip Placement on a Divided Highway were revised to aid designers in completing temporary traffic control plans.

eAgreements

3/27/17: EPG 153.1 The Agreement Process and EPG 235.2.3 Municipal Agreements and County Agreements were updated to reflect the current eAgreement process. In EPG 153 Agreements and Contracts, the tables were updated to provide the current contract listings.

EPG 153.19 Right of Way

3/21/17: RW agreement guidance has been updated to current procedures.

EPG 606.1.3.2 End Terminals, Crash Cushions and Anchors

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.

EPG 616.14.10 Work Zone Transportation Management Plan

3/17/17: Guidance for WZ Transportation Management was clarified.

Ornamental Pedestrian Fencing

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.

Outdoor Advertising

3/16/17: in EPG 236.16.9.1 Substantially Rebuilt Conforming Out of Standard Outdoor Advertising and EPG 236.16.9.2 Deteriorated or Damaged Nonconforming Outdoor Advertising, the process for sending ODA courtesy letter was revised.

EPG 903.18.4 Object Markers for Obstructions Adjacent to the Roadway

3/16/17: Object Marker usage policy was clarified, including new figures showing standard installation details.

EPG 751.22.2.2 Prestressing Strands; Strand Arrangement Optimizing

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

3/8/17: Guidance in EPG 751.1.2.18.2 Content and EPG 751.1.2.31 Finishing Up Design Layout for bridge approach slabs requirements for Bridge Memo and the Design Layout was expanded and clarified.

Galvanized Steel Pipes

3/7/17: Guidance in several articles, including EPG 751.1.2.20 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.

EPG 821 Herbicides and Roadsides

2/23/17: Guidance for products has been updated for 2017.

Cost Estimate Guide for Rural Preliminary Design

2/21/17: In EPG 104.7 Estimates, the Cost Estimate Guide for rural preliminary design was updated.

EPG 236.7.4.5 Subordination of Mortgage Liens

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 751.5.9.2.2 Epoxy Coated Reinforcement Requirements has expanded the use of epoxy coated reinforcement in bridge structures.