Category:710 Epoxy Coated Reinforcing Steel - Revision history

Smithk: /* 710.1 Construction Inspection for Sec 710 */ updated Research report links

2021-06-08T19:25:00Z

710.1 Construction Inspection for Sec 710: updated Research report links

← Older revision		Revision as of 14:25, 8 June 2021
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	\|'''Structural Steel Coatings'''		\|'''Structural Steel Coatings'''
	\|-		\|-
	\|[~~http~~://~~library~~.modot.mo.gov/~~RDT~~/~~reports~~/~~TRyy0911~~/~~or11006~~.pdf Structural Steel Coatings for Corrosion Mitigation, 2010]		\|[https://spexternal.modot.mo.gov/sites/cm/CORDT/or11006_All.pdf Structural Steel Coatings for Corrosion Mitigation, 2010]
	\|-		\|-
	\|'''Coated Steel Rebar, Enamel'''		\|'''Coated Steel Rebar, Enamel'''
	\|-		\|-
	\|[~~http~~://~~library~~.modot.mo.gov/~~RDT~~/~~reports~~/~~TRyy0914~~/or11004.pdf Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance, 2010]		\|[https://spexternal.modot.mo.gov/sites/cm/CORDT/or11004.pdf Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance, 2010]
	\|-		\|-
	\|'''See also:''' [https://www.modot.org/research-publications Research Publications]		\|'''See also:''' [https://www.modot.org/research-publications Research Publications]
	\|}		\|}

Smithk at 19:56, 18 August 2020

2020-08-18T19:56:20Z

← Older revision		Revision as of 14:56, 18 August 2020
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	\|[http://library.modot.mo.gov/RDT/reports/TRyy0914/or11004.pdf Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance, 2010]		\|[http://library.modot.mo.gov/RDT/reports/TRyy0914/or11004.pdf Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance, 2010]
	\|-		\|-
	\|'''See also:''' [~~http~~://www.modot.~~gov~~/~~services/OR/byDate.htm Innovation Library~~]		\|'''See also:''' [https://www.modot.org/research-publications Research Publications]
	\|}		\|}

Smithk: updated link

2016-06-13T19:54:21Z

updated link

← Older revision		Revision as of 14:54, 13 June 2016
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	[[image:710.1.jpg\|right\|125px\|thumb\|<center>'''Shipping damage'''</center>]]		[[image:710.1.jpg\|right\|125px\|thumb\|<center>'''Shipping damage'''</center>]]
	[[image:710.2.jpg\|left\|380px\|thumb\|<center>'''Epoxy splitting'''</center>]]		[[image:710.2.jpg\|left\|380px\|thumb\|<center>'''Epoxy splitting'''</center>]]
	Those provisions of [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec0710~~.pdf Sec 706] concerning placement and location of reinforcing steel apply to epoxy coated reinforcing steel. The reinforcing steel should be inspected for damage to the coating. Any damaged areas should be repaired with epoxy patching material furnished by the manufacturer.		Those provisions of [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=11 Sec 706] concerning placement and location of reinforcing steel apply to epoxy coated reinforcing steel. The reinforcing steel should be inspected for damage to the coating. Any damaged areas should be repaired with epoxy patching material furnished by the manufacturer.

	While torch cutting is acceptable to shorten uncoated resteel, in no case should a torch be used on epoxy coated resteel. Any long epoxy bars should be saw cut and the ends patched with patching material approved by the coating manufacturer.		While torch cutting is acceptable to shorten uncoated resteel, in no case should a torch be used on epoxy coated resteel. Any long epoxy bars should be saw cut and the ends patched with patching material approved by the coating manufacturer.

Smithk: Per Organizational Results, links to reports added

2011-03-08T14:09:22Z

Per Organizational Results, links to reports added

← Older revision		Revision as of 09:09, 8 March 2011
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	During placement the inspector should caution the contractor not to damage the coating		During placement the inspector should caution the contractor not to damage the coating
	and make sure the proper vibrators are used.		and make sure the proper vibrators are used.
			{\|style="padding: 0.3em; margin-left:15px; border:1px solid #a9a9a9; text-align:center; font-size: 95%; background:#ffddcc" width="210px" align="right"
			\|-
			\|'''Structural Steel Coatings'''
			\|-
			\|[http://library.modot.mo.gov/RDT/reports/TRyy0911/or11006.pdf Structural Steel Coatings for Corrosion Mitigation, 2010]
			\|-
			\|'''Coated Steel Rebar, Enamel'''
			\|-
			\|[http://library.modot.mo.gov/RDT/reports/TRyy0914/or11004.pdf Coated Steel Rebar for Enhanced Concrete-Steel Bond Strength and Corrosion Resistance, 2010]
			\|-
			\|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]
			\|}

Smithk: Per Bridge and CM, replaced "black" with the more correct "uncoated"

2010-07-14T12:43:45Z

Per Bridge and CM, replaced "black" with the more correct "uncoated"

← Older revision		Revision as of 07:43, 14 July 2010
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	Those provisions of [http://modot.mo.gov/business/standards_and_specs/Sec0710.pdf Sec 706] concerning placement and location of reinforcing steel apply to epoxy coated reinforcing steel. The reinforcing steel should be inspected for damage to the coating. Any damaged areas should be repaired with epoxy patching material furnished by the manufacturer.		Those provisions of [http://modot.mo.gov/business/standards_and_specs/Sec0710.pdf Sec 706] concerning placement and location of reinforcing steel apply to epoxy coated reinforcing steel. The reinforcing steel should be inspected for damage to the coating. Any damaged areas should be repaired with epoxy patching material furnished by the manufacturer.

	While torch cutting is acceptable to shorten ~~black~~ resteel, in no case should a torch be used on epoxy coated resteel. Any long epoxy bars should be saw cut and the ends patched with patching material approved by the coating manufacturer.		While torch cutting is acceptable to shorten uncoated resteel, in no case should a torch be used on epoxy coated resteel. Any long epoxy bars should be saw cut and the ends patched with patching material approved by the coating manufacturer.

	During placement the inspector should caution the contractor not to damage the coating		During placement the inspector should caution the contractor not to damage the coating
	and make sure the proper vibrators are used.		and make sure the proper vibrators are used.

Smithk: article construction

2008-09-25T19:35:20Z

article construction

← Older revision		Revision as of 14:35, 25 September 2008
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	==710.1 Construction Inspection for Sec 710==		==710.1 Construction Inspection for Sec 710==
			[[image:710.1.jpg\|right\|125px\|thumb\|<center>'''Shipping damage'''</center>]]
			[[image:710.2.jpg\|left\|380px\|thumb\|<center>'''Epoxy splitting'''</center>]]
	Those provisions of [http://modot.mo.gov/business/standards_and_specs/Sec0710.pdf Sec 706] concerning placement and location of reinforcing steel apply to epoxy coated reinforcing steel. The reinforcing steel should be inspected for damage to the coating. Any damaged areas should be repaired with epoxy patching material furnished by the manufacturer.		Those provisions of [http://modot.mo.gov/business/standards_and_specs/Sec0710.pdf Sec 706] concerning placement and location of reinforcing steel apply to epoxy coated reinforcing steel. The reinforcing steel should be inspected for damage to the coating. Any damaged areas should be repaired with epoxy patching material furnished by the manufacturer.

EPG-Admin at 18:33, 29 August 2007

2007-08-29T18:33:32Z

← Older revision		Revision as of 13:33, 29 August 2007
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	==710.1 Construction Inspection for Sec 710==		==710.1 Construction Inspection for Sec 710==
	Those provisions of [[http://modot.mo.gov/business/standards_and_specs/Sec0710.pdf Sec 706]] concerning placement and location of reinforcing steel apply to epoxy coated reinforcing steel. The reinforcing steel should be inspected for damage to the coating. Any damaged areas should be repaired with epoxy patching material furnished by the manufacturer.		Those provisions of [http://modot.mo.gov/business/standards_and_specs/Sec0710.pdf Sec 706] concerning placement and location of reinforcing steel apply to epoxy coated reinforcing steel. The reinforcing steel should be inspected for damage to the coating. Any damaged areas should be repaired with epoxy patching material furnished by the manufacturer.

	While torch cutting is acceptable to shorten black resteel, in no case should a torch be used on epoxy coated resteel. Any long epoxy bars should be saw cut and the ends patched with patching material approved by the coating manufacturer.		While torch cutting is acceptable to shorten black resteel, in no case should a torch be used on epoxy coated resteel. Any long epoxy bars should be saw cut and the ends patched with patching material approved by the coating manufacturer.

EPG-Admin at 18:33, 29 August 2007

2007-08-29T18:33:17Z

New page

==710.1 Construction Inspection for Sec 710==
Those provisions of [[http://modot.mo.gov/business/standards_and_specs/Sec0710.pdf Sec 706]] concerning placement and location of reinforcing steel apply to epoxy coated reinforcing steel. The reinforcing steel should be inspected for damage to the coating. Any damaged areas should be repaired with epoxy patching material furnished by the manufacturer.

While torch cutting is acceptable to shorten black resteel, in no case should a torch be used on epoxy coated resteel. Any long epoxy bars should be saw cut and the ends patched with patching material approved by the coating manufacturer.

During placement the inspector should caution the contractor not to damage the coating
and make sure the proper vibrators are used.