Category:700 STRUCTURES AND HYDRAULICS - Revision history

EPGsysop: EPG 730 Thermoplastic Pipe Culverts

2018-02-09T21:42:08Z

EPG 730 Thermoplastic Pipe Culverts

← Older revision		Revision as of 16:42, 9 February 2018
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	<categorytree mode=all>728 Corrugated Polyvinyl Chloride Culvert Pipe</categorytree>		<categorytree mode=all>728 Corrugated Polyvinyl Chloride Culvert Pipe</categorytree>
	<categorytree mode=all>730 Corrugated Polyethylene Pipe Culverts</categorytree>		<categorytree mode=all>730 Corrugated Polyethylene Pipe Culverts</categorytree>
			<categorytree mode=all>730 Thermoplastic Pipe Culverts</categorytree>
	<categorytree mode=all>731 Precast Reinforced Concrete Manholes and Drop Inlets</categorytree>		<categorytree mode=all>731 Precast Reinforced Concrete Manholes and Drop Inlets</categorytree>
	<categorytree mode=all>732 Flared End Sections</categorytree>		<categorytree mode=all>732 Flared End Sections</categorytree>

EPGsysop at 21:33, 9 February 2018

2018-02-09T21:33:48Z

← Older revision		Revision as of 16:33, 9 February 2018
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	<categorytree mode=all>720 Mechanically Stabilized Earth Wall Systems</categorytree>		<categorytree mode=all>720 Mechanically Stabilized Earth Wall Systems</categorytree>
	<categorytree mode=all>721 Concrete Crib-Type Retaining Walls Laboratory Testing Guidelines</categorytree>		<categorytree mode=all>721 Concrete Crib-Type Retaining Walls Laboratory Testing Guidelines</categorytree>
			<categorytree mode=all>724 Pipe Culverts</categorytree>
	<categorytree mode=all>725 Metal Pipe and Pipe-Arch Culverts</categorytree>		<categorytree mode=all>725 Metal Pipe and Pipe-Arch Culverts</categorytree>
	<categorytree mode=all>726 Rigid Pipe Culverts</categorytree>		<categorytree mode=all>726 Rigid Pipe Culverts</categorytree>

Smithk at 15:05, 22 November 2016

2016-11-22T15:05:35Z

← Older revision		Revision as of 10:05, 22 November 2016
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	<categorytree mode=all>760 General Construction Inspection for Structures</categorytree>		<categorytree mode=all>760 General Construction Inspection for Structures</categorytree>
	<categorytree mode=all>770 Maintenance of Bridges</categorytree>		<categorytree mode=all>770 Maintenance of Bridges</categorytree>
	<categorytree mode=all>771 Bridge ~~Preventative~~ Maintenance Guidelines</categorytree>		<categorytree mode=all>771 Bridge Preventive Maintenance Guidelines</categorytree>
	<categorytree mode=all>772 Bridge Inspections</categorytree>		<categorytree mode=all>772 Bridge Inspections</categorytree>
	<categorytree mode=all>773 Pipe, Box Culvert and Miscellaneous Drainage Maintenance</categorytree>		<categorytree mode=all>773 Pipe, Box Culvert and Miscellaneous Drainage Maintenance</categorytree>
	<categorytree mode=all>774 Cathodic Protection</categorytree>		<categorytree mode=all>774 Cathodic Protection</categorytree>

Smithk: Re-titled EPG 717

2016-11-10T14:32:48Z

Re-titled EPG 717

← Older revision		Revision as of 09:32, 10 November 2016
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	<categorytree mode=all>715 Vertical Drain at End Bents</categorytree>		<categorytree mode=all>715 Vertical Drain at End Bents</categorytree>
	<categorytree mode=all>716 Neoprene Bearings</categorytree>		<categorytree mode=all>716 Neoprene Bearings</categorytree>
			<categorytree mode=all>717 Flexible Joint Systems</categorytree>
	<categorytree mode=all>717 Neoprene and Silicone Joint Systems</categorytree>		<categorytree mode=all>717 Neoprene and Silicone Joint Systems</categorytree>
	<categorytree mode=all>718 Temporary Bridge</categorytree>		<categorytree mode=all>718 Temporary Bridge</categorytree>

Smithk: added EPG 734

2015-02-23T21:15:04Z

added EPG 734

← Older revision		Revision as of 16:15, 23 February 2015
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	<categorytree mode=all>733 Precast Concrete Box Culverts</categorytree>		<categorytree mode=all>733 Precast Concrete Box Culverts</categorytree>
	[[image:700 st louis.jpg\|right\|675px]]		[[image:700 st louis.jpg\|right\|675px]]
			<categorytree mode=all>734 Installation of Pipe by Horizontal Boring Methods</categorytree>
	<categorytree mode=all>735 Culvert Pipe Liner</categorytree>		<categorytree mode=all>735 Culvert Pipe Liner</categorytree>
	<categorytree mode=all>747 Bridge Reports and Layouts</categorytree>		<categorytree mode=all>747 Bridge Reports and Layouts</categorytree>

Smithk: added link to new article EPG 747

2014-12-08T20:16:21Z

added link to new article EPG 747

← Older revision		Revision as of 15:16, 8 December 2014
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	[[image:700 st louis.jpg\|right\|675px]]		[[image:700 st louis.jpg\|right\|675px]]
	<categorytree mode=all>735 Culvert Pipe Liner</categorytree>		<categorytree mode=all>735 Culvert Pipe Liner</categorytree>
			<categorytree mode=all>747 Bridge Reports and Layouts</categorytree>
	<categorytree mode=all>748 Hydraulics and Drainage</categorytree>		<categorytree mode=all>748 Hydraulics and Drainage</categorytree>
	<categorytree mode=all>749 Hydrologic Analysis</categorytree>		<categorytree mode=all>749 Hydrologic Analysis</categorytree>

Smithk: added photo

2014-07-22T14:19:21Z

added photo

← Older revision		Revision as of 09:19, 22 July 2014
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	[[image:700 ~~Photo Jeff City Bridge~~.jpg\|right\|~~150 px~~]]A bridge is a structure spanning a minimum of 20 ft. grade separation or crossing water. There are about 10,000 bridges in Missouri's state highway system. Bridges are described as simple or continuous and according to structure type and material.		[[image:700.jpg\|right\|450px]]
			A bridge is a structure spanning a minimum of 20 ft. grade separation or crossing water. There are about 10,000 bridges in Missouri's state highway system. Bridges are described as simple or continuous and according to structure type and material.

	Once the need concerning a bridge structure is identified in a project then a core team is established, the scope of the project is developed, a bridge survey is submitted and preliminary design begins. The bridge need could involve rehabilitating or widening an existing structure or building a new structure or retaining wall. There is no perfect bridge type for all situations. With [[:Category:143 Practical Design\|Practical Design]], engineers are expected and encouraged to consider and evaluate all potential solutions and project factors that ultimately impact the cost of the structure. However, any variations to the information in this guide should be discussed in advance with the appropriate Structural Liaison Engineer or Structural Project Manager.		Once the need concerning a bridge structure is identified in a project then a core team is established, the scope of the project is developed, a bridge survey is submitted and preliminary design begins. The bridge need could involve rehabilitating or widening an existing structure or building a new structure or retaining wall. There is no perfect bridge type for all situations. With [[:Category:143 Practical Design\|Practical Design]], engineers are expected and encouraged to consider and evaluate all potential solutions and project factors that ultimately impact the cost of the structure. However, any variations to the information in this guide should be discussed in advance with the appropriate Structural Liaison Engineer or Structural Project Manager.
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	[[Image:700 Photo Culverts.JPG\|left\| 200 px]]		[[Image:700 Photo Culverts.JPG\|left\| 200 px]]
	As used in the highway environment, hydraulics is that branch of engineering concerned with the flow of water. Hydraulics includes the gutters, ditches, and storm sewer systems that remove rainfall runoff from a highway and also includes the flow in a waterway traversed by a highway consisting of open channels, culverts and bridges. Hydraulic design frequency and design criteria are based on federal and state laws and regulations, safe operation of the highway facility and impact to adjacent property owners. Hydraulic structures are typically designed for high flow events, although specific projects may also have low flow criteria.		As used in the highway environment, hydraulics is that branch of engineering concerned with the flow of water. Hydraulics includes the gutters, ditches, and storm sewer systems that remove rainfall runoff from a highway and also includes the flow in a waterway traversed by a highway consisting of open channels, culverts and bridges. Hydraulic design frequency and design criteria are based on federal and state laws and regulations, safe operation of the highway facility and impact to adjacent property owners. Hydraulic structures are typically designed for high flow events, although specific projects may also have low flow criteria.
			[[image:700 Photo Jeff City Bridge.jpg\|right\|150 px]]
	<categorytree mode=all>701 Drilled Shafts</categorytree>		<categorytree mode=all>701 Drilled Shafts</categorytree>
	<categorytree mode=all>702 Load-Bearing Piles</categorytree>		<categorytree mode=all>702 Load-Bearing Piles</categorytree>

Smithk: added photo

2014-02-28T16:48:51Z

added photo

← Older revision		Revision as of 11:48, 28 February 2014
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	<categorytree mode=all>732 Flared End Sections</categorytree>		<categorytree mode=all>732 Flared End Sections</categorytree>
	<categorytree mode=all>733 Precast Concrete Box Culverts</categorytree>		<categorytree mode=all>733 Precast Concrete Box Culverts</categorytree>
			[[image:700 st louis.jpg\|right\|675px]]
	<categorytree mode=all>735 Culvert Pipe Liner</categorytree>		<categorytree mode=all>735 Culvert Pipe Liner</categorytree>
	<categorytree mode=all>748 Hydraulics and Drainage</categorytree>		<categorytree mode=all>748 Hydraulics and Drainage</categorytree>

Smithk at 20:15, 4 September 2013

2013-09-04T20:15:41Z

← Older revision		Revision as of 15:15, 4 September 2013
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	{\|style="padding: 0.3em; margin-left:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="280px" align="right"		{\|style="padding: 0.3em; margin-left:7px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="280px" align="right"
	\|-		\|-
	\|EPG articles are not referenced as "sections" but as EPG XXX.X or "articles" to avoid confusion with MoDOT specs.		\|EPG articles are not referenced as "sections" but as EPG XXX.X or "articles" to avoid confusion with MoDOT specs (which are contractually binding).
	\|}		\|}
	<categorytree mode=all>713 Thrie Beam for Bridge Guardrail</categorytree>		<categorytree mode=all>713 Thrie Beam for Bridge Guardrail</categorytree>

Smithk: minor clarification

2010-09-13T14:03:10Z

minor clarification

← Older revision		Revision as of 09:03, 13 September 2010
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	[[image:700 Photo Jeff City Bridge.jpg\|right\|150 px]]A bridge is a structure spanning a minimum of 20 ~~feet~~ grade separation or crossing water. There are about 10,000 bridges in Missouri's state highway system. Bridges are described as simple or continuous and according to structure type and material.		[[image:700 Photo Jeff City Bridge.jpg\|right\|150 px]]A bridge is a structure spanning a minimum of 20 ft. grade separation or crossing water. There are about 10,000 bridges in Missouri's state highway system. Bridges are described as simple or continuous and according to structure type and material.

	Once the need concerning a bridge structure is identified in a project then a core team is established, the scope of the project is developed, a bridge survey is submitted and preliminary design begins. The bridge need could involve rehabilitating or widening an existing structure or building a new structure or retaining wall. There is no perfect bridge type for all situations. With [[:Category:143 Practical Design\|Practical Design]], engineers are expected and encouraged to consider and evaluate all potential solutions and project factors that ultimately impact the cost of the structure. However, any variations to the information in this guide should be discussed in advance with the appropriate Structural Liaison Engineer or Structural Project Manager.		Once the need concerning a bridge structure is identified in a project then a core team is established, the scope of the project is developed, a bridge survey is submitted and preliminary design begins. The bridge need could involve rehabilitating or widening an existing structure or building a new structure or retaining wall. There is no perfect bridge type for all situations. With [[:Category:143 Practical Design\|Practical Design]], engineers are expected and encouraged to consider and evaluate all potential solutions and project factors that ultimately impact the cost of the structure. However, any variations to the information in this guide should be discussed in advance with the appropriate Structural Liaison Engineer or Structural Project Manager.


	[[Image:700 Photo Culverts.JPG\|left\| 200 px]]		[[Image:700 Photo Culverts.JPG\|left\| 200 px]]
	As used in the highway environment, hydraulics is that branch of engineering concerned with the flow of water. Hydraulics includes the gutters, ditches, and storm sewer systems that remove rainfall runoff from a highway and also includes the flow in a waterway traversed by a highway consisting of open channels, culverts and bridges. Hydraulic design frequency and design criteria are based on federal and state laws and regulations, safe operation of the highway facility, and impact to adjacent property owners. Hydraulic structures are typically designed for high flow events, although specific projects may also have low flow criteria.		As used in the highway environment, hydraulics is that branch of engineering concerned with the flow of water. Hydraulics includes the gutters, ditches, and storm sewer systems that remove rainfall runoff from a highway and also includes the flow in a waterway traversed by a highway consisting of open channels, culverts and bridges. Hydraulic design frequency and design criteria are based on federal and state laws and regulations, safe operation of the highway facility and impact to adjacent property owners. Hydraulic structures are typically designed for high flow events, although specific projects may also have low flow criteria.

	<categorytree mode=all>701 Drilled Shafts</categorytree>		<categorytree mode=all>701 Drilled Shafts</categorytree>