Category:504 Concrete Approach Pavement - Revision history

Smithk at 14:50, 28 September 2018

2018-09-28T14:50:16Z

← Older revision		Revision as of 09:50, 28 September 2018
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	\|'''Additional Information'''		\|'''Additional Information'''
	\|-		\|-
	\|[~~http~~://www.modot.~~mo.gov/business/standards_and_specs~~/~~documents~~/~~50400.pdf~~ Std. Plan 504.00]		\|[https://www.modot.org/media/16837 Std. Plan 504.00]
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Smithk: updated links

2016-06-09T14:28:34Z

updated links

← Older revision		Revision as of 09:28, 9 June 2016
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	==504.1 Construction Inspection (for [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec0504~~.pdf Sec 504])==		==504.1 Construction Inspection (for [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=8 Sec 504])==
	===504.1.1 Material (for Sec 504.2)===		===504.1.1 Material (for Sec 504.2)===
	{\|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"		{\|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
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	The concrete mix for concrete approach pavement shall be in accordance with [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec0501~~.pdf Sec 501].		The concrete mix for concrete approach pavement shall be in accordance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=8 Sec 501].

	===504.1.2 Construction Requirements (for Sec 504.3)===		===504.1.2 Construction Requirements (for Sec 504.3)===
	This item is not subject to the Quality Control/Quality Assurance (QC/QA) requirements of [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec0502~~.pdf Sec 502]. Particular attention must be given to the grade of the side forms to obtain the desired riding quality. Hand finish methods, as defined by Section 502.4.8.6 of the Standard Specifications, may be used for the concrete approach pavement. The concrete approach pavement shall be cured in accordance with [http://modot.~~mo.gov~~/business/standards_and_specs/~~Sec0703~~.pdf Sec 703] for bridge decks but does not require a concrete sealer.		This item is not subject to the Quality Control/Quality Assurance (QC/QA) requirements of [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=8 Sec 502]. Particular attention must be given to the grade of the side forms to obtain the desired riding quality. Hand finish methods, as defined by Section 502.4.8.6 of the Standard Specifications, may be used for the concrete approach pavement. The concrete approach pavement shall be cured in accordance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=11 Sec 703] for bridge decks but does not require a concrete sealer.

Smithk: Per CM, minor clarification

2014-09-19T13:21:08Z

Per CM, minor clarification

← Older revision		Revision as of 08:21, 19 September 2014
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	\|}		\|}

	The concrete mix for ~~bridge~~ approach ~~slabs~~ shall be in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0501.pdf Sec 501]~~. The bridge approach slab shall be constructed of pavement concrete or an approved Class B-1~~.		The concrete mix for concrete approach pavement shall be in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0501.pdf Sec 501].

	===504.1.2 Construction Requirements (for Sec 504.3)===		===504.1.2 Construction Requirements (for Sec 504.3)===
	This item is not subject to the Quality Control/Quality Assurance (QC/QA) requirements of [http://modot.mo.gov/business/standards_and_specs/Sec0502.pdf Sec 502]. Particular attention must be given to the grade of the side forms to obtain the desired riding quality. Hand finish methods, as defined by Section 502.4.8.6 of the Standard Specifications, may be used for the concrete approach pavement. The concrete approach pavement shall be cured in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0703.pdf Sec 703] for bridge decks but does not require a concrete sealer.		This item is not subject to the Quality Control/Quality Assurance (QC/QA) requirements of [http://modot.mo.gov/business/standards_and_specs/Sec0502.pdf Sec 502]. Particular attention must be given to the grade of the side forms to obtain the desired riding quality. Hand finish methods, as defined by Section 502.4.8.6 of the Standard Specifications, may be used for the concrete approach pavement. The concrete approach pavement shall be cured in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0703.pdf Sec 703] for bridge decks but does not require a concrete sealer.

Smithk: added link to std plan

2010-09-16T17:26:06Z

added link to std plan

← Older revision		Revision as of 12:26, 16 September 2010
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	==504.1 Construction Inspection (for [http://modot.mo.gov/business/standards_and_specs/Sec0504.pdf Sec 504])==		==504.1 Construction Inspection (for [http://modot.mo.gov/business/standards_and_specs/Sec0504.pdf Sec 504])==
	===504.1.1 Material (for Sec 504.2)===		===504.1.1 Material (for Sec 504.2)===
			{\|style="padding: 0.3em; margin-right:5px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="160px" align="right"
			\|-
			\|'''Additional Information'''
			\|-
			\|[http://www.modot.mo.gov/business/standards_and_specs/documents/50400.pdf Std. Plan 504.00]
			\|}

	The concrete mix for bridge approach slabs shall be in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0501.pdf Sec 501]. The bridge approach slab shall be constructed of pavement concrete or an approved Class B-1.		The concrete mix for bridge approach slabs shall be in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0501.pdf Sec 501]. The bridge approach slab shall be constructed of pavement concrete or an approved Class B-1.

	===504.1.2 Construction Requirements (for Sec 504.3)===		===504.1.2 Construction Requirements (for Sec 504.3)===
	This item is not subject to the Quality Control/Quality Assurance (QC/QA) requirements of [http://modot.mo.gov/business/standards_and_specs/Sec0502.pdf Sec 502]. Particular attention must be given to the grade of the side forms to obtain the desired riding quality. Hand finish methods, as defined by Section 502.4.8.6 of the Standard Specifications, may be used for the concrete approach pavement. The concrete approach pavement shall be cured in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0703.pdf Sec 703] for bridge decks but does not require a concrete sealer.		This item is not subject to the Quality Control/Quality Assurance (QC/QA) requirements of [http://modot.mo.gov/business/standards_and_specs/Sec0502.pdf Sec 502]. Particular attention must be given to the grade of the side forms to obtain the desired riding quality. Hand finish methods, as defined by Section 502.4.8.6 of the Standard Specifications, may be used for the concrete approach pavement. The concrete approach pavement shall be cured in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0703.pdf Sec 703] for bridge decks but does not require a concrete sealer.

EPG-Admin at 16:44, 19 April 2007

2007-04-19T16:44:18Z

New page

==504.1 Construction Inspection (for [http://modot.mo.gov/business/standards_and_specs/Sec0504.pdf Sec 504])==
===504.1.1 Material (for Sec 504.2)===
The concrete mix for bridge approach slabs shall be in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0501.pdf Sec 501]. The bridge approach slab shall be constructed of pavement concrete or an approved Class B-1.

===504.1.2 Construction Requirements (for Sec 504.3)===
This item is not subject to the Quality Control/Quality Assurance (QC/QA) requirements of [http://modot.mo.gov/business/standards_and_specs/Sec0502.pdf Sec 502]. Particular attention must be given to the grade of the side forms to obtain the desired riding quality. Hand finish methods, as defined by Section 502.4.8.6 of the Standard Specifications, may be used for the concrete approach pavement. The concrete approach pavement shall be cured in accordance with [http://modot.mo.gov/business/standards_and_specs/Sec0703.pdf Sec 703] for bridge decks but does not require a concrete sealer.