Category:752 Bridges Used In Place - Revision history

EPG-Admin: provide link to "location study"

2008-10-02T13:07:59Z

provide link to "location study"

← Older revision		Revision as of 08:07, 2 October 2008
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	Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or loading capacity (See [[751.2 Loads\|Loads]] for LRFD Method or [[751.40 Widening and Repair#751.40.8 Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition \|Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition]] as an option for widening and repair). Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.		Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or loading capacity (See [[751.2 Loads\|Loads]] for LRFD Method or [[751.40 Widening and Repair#751.40.8 Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition \|Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition]] as an option for widening and repair). Where a [[:Category:126 Location Study and Alternatives Analysis\|location study report]] does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.

EPG-Admin at 19:02, 13 September 2007

2007-09-13T19:02:33Z

← Older revision		Revision as of 14:02, 13 September 2007
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	Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or [[751.40 Widening and Repair#751.40.8 Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition \|~~loading capacity~~]]. Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.		Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or loading capacity (See [[751.2 Loads\|Loads]] for LRFD Method or [[751.40 Widening and Repair#751.40.8 Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition \|Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition]] as an option for widening and repair). Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.

EPG-Admin at 16:44, 13 September 2007

2007-09-13T16:44:22Z

← Older revision		Revision as of 11:44, 13 September 2007
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	Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or [[751.40 Widening and Repair#751.40.8 Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition \|loading capacity]]. Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.		Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or [[751.40 Widening and Repair#751.40.8 Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition \|loading capacity]]. Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.

	~~[[media:Bridgesection 2.pdf]]~~

EPG-Admin at 16:43, 13 September 2007

2007-09-13T16:43:45Z

← Older revision		Revision as of 11:43, 13 September 2007
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	Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or [[751.~~2 Loads~~\|loading capacity]]. Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.		Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or [[751.40 Widening and Repair#751.40.8 Design Information when using AASHTO Standard Specifications for Highway Bridges 17th Edition \|loading capacity]]. Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.

	[[media:Bridgesection 2.pdf]]		[[media:Bridgesection 2.pdf]]

EPG-Admin at 16:18, 12 September 2007

2007-09-12T16:18:32Z

← Older revision		Revision as of 11:18, 12 September 2007
Line 1:		Line 1:
	Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or [[751.2 Loads\|loading capacity]]. Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.		Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width\|bridge width]] or [[751.2 Loads\|loading capacity]]. Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.

			[[media:Bridgesection 2.pdf]]

EPG-Admin at 14:47, 12 September 2007

2007-09-12T14:47:19Z

New page

Existing bridges at large stream crossings carrying light traffic may be used in place under certain conditions. Such structures may have less than the desired [[231.8 Bridge Width|bridge width]] or [[751.2 Loads|loading capacity]]. Where a location study report does not include a recommendation for the disposition of such structures, the district makes a recommendation, before completing the survey, to the Design Division. Narrow bridges used in place are properly signed with advance warning signs. Guardrail is used at the bridge ends to delineate the width transition.