Difference between revisions of "Category:504 Concrete Approach Pavement"
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| − | ==504.1 Construction Inspection (for [http://modot. | + | ==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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|'''Additional Information''' | |'''Additional Information''' | ||
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| − | |[ | + | |[https://www.modot.org/media/16837 Std. Plan 504.00] |
|} | |} | ||
| − | The concrete mix for | + | 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. | + | 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. |
Latest revision as of 08:50, 28 September 2018
504.1 Construction Inspection (for Sec 504)
504.1.1 Material (for Sec 504.2)
| Additional Information |
| Std. Plan 504.00 |
The concrete mix for concrete approach pavement shall be in accordance with Sec 501.
504.1.2 Construction Requirements (for Sec 504.3)
This item is not subject to the Quality Control/Quality Assurance (QC/QA) requirements of 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 Sec 703 for bridge decks but does not require a concrete sealer.
