Category:504 Concrete Approach Pavement: Difference between revisions

From Engineering_Policy_Guide
Jump to navigation Jump to search
← Older edit
Smithk (talk | contribs)
Modot, modot
20,986 edits
m added link to std plan
Smithk (talk | contribs)
Modot, modot
20,986 edits
mNo edit summary
 
(2 intermediate revisions by the same user not shown)
Line 1: Line 1:
==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"  
Line 5: Line 5:
|'''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]
|}
|}


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://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.

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.

Retrieved from "https://epgtest3.modot.org/index.php?title=Category:504_Concrete_Approach_Pavement&oldid=43808"