Category:600 INCIDENTAL CONSTRUCTION: Difference between revisions
Jump to navigation
Jump to search
mNo edit summary |
mNo edit summary |
||
| (4 intermediate revisions by 2 users not shown) | |||
| Line 1: | Line 1: | ||
<categorytree mode=all>601 Field Laboratories</categorytree> | <categorytree mode=all>601 Field Laboratories</categorytree> | ||
| Line 20: | Line 9: | ||
<categorytree mode=all>608 Concrete Median, Median Strip, Sidewalk, Curb Ramps, Steps and Paved Approaches</categorytree> | <categorytree mode=all>608 Concrete Median, Median Strip, Sidewalk, Curb Ramps, Steps and Paved Approaches</categorytree> | ||
<categorytree mode=all>609 Paved Drainage</categorytree> | <categorytree mode=all>609 Paved Drainage</categorytree> | ||
<categorytree mode=all>610 | <categorytree mode=all>610 Pavement Smoothness</categorytree> | ||
<categorytree mode=all>611 Embankment Protection</categorytree> | <categorytree mode=all>611 Embankment Protection</categorytree> | ||
<categorytree mode=all>612 Impact Attenuators</categorytree> | <categorytree mode=all>612 Impact Attenuators</categorytree> | ||
| Line 36: | Line 25: | ||
<categorytree mode=all>626 Rumble Strips</categorytree> | <categorytree mode=all>626 Rumble Strips</categorytree> | ||
<categorytree mode=all>627 Contractor Surveying and Staking</categorytree> | <categorytree mode=all>627 Contractor Surveying and Staking</categorytree> | ||
<categorytree mode=all>628 High Friction Surface Treatment</categorytree> | |||
<categorytree mode=all>640 Pavement and Median Drainage</categorytree> | <categorytree mode=all>640 Pavement and Median Drainage</categorytree> | ||
<categorytree mode=all>641 Bicycle Facilities</categorytree> | <categorytree mode=all>641 Bicycle Facilities</categorytree> | ||
| Line 43: | Line 33: | ||
<categorytree mode=all>645 Mailbox Turnouts and Supports</categorytree> | <categorytree mode=all>645 Mailbox Turnouts and Supports</categorytree> | ||
<categorytree mode=all>646 Other</categorytree> | <categorytree mode=all>646 Other</categorytree> | ||
{|style="padding: 0.3em; margin-left:15px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="380px" align=" | <categorytree mode=all>647 Masonry Construction Laboratory Testing Guidelines</categorytree> | ||
{|style="padding: 0.3em; margin-left:15px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="380px" align="center" | |||
|- | |- | ||
|EPG articles are not referenced as "sections" but as EPG XXX.X or "articles" to avoid confusion with MoDOT specs (which are contractually binding). | |EPG articles are not referenced as "sections" but as EPG XXX.X or "articles" to avoid confusion with MoDOT specs (which are contractually binding). | ||
|} | |} | ||
Latest revision as of 09:52, 7 March 2019
| EPG articles are not referenced as "sections" but as EPG XXX.X or "articles" to avoid confusion with MoDOT specs (which are contractually binding). |