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ItemInfo

Item Information

snippet: HPMS, EPFS,Safety Analyst, ISHDM, MIRE 2.0, KDOT Transportation Planning This item tracks all the activities done on the pavement in the chronological order. EPFS uses the top-most activity Material and the Year from the derived table called PavementLayers. EPFS also uses Surface Type-with a grouping Asphalt/Concrete (from ev_pavementCondSummary that ia also derived from ev_PavementActivity)
summary: HPMS, EPFS,Safety Analyst, ISHDM, MIRE 2.0, KDOT Transportation Planning This item tracks all the activities done on the pavement in the chronological order. EPFS uses the top-most activity Material and the Year from the derived table called PavementLayers. EPFS also uses Surface Type-with a grouping Asphalt/Concrete (from ev_pavementCondSummary that ia also derived from ev_PavementActivity)
accessInformation: KDOT
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maxScale: 5000
typeKeywords: []
description: <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN STYLE="font-weight:bold;">Behaviors</SPAN></P><UL><LI><P><SPAN>Activity / Rules</SPAN></P></LI><LI><P><SPAN>CalibrateRoute - Stay Put</SPAN></P></LI><LI><P><SPAN>ReverseRoute - Stay Put</SPAN></P></LI><LI><P><SPAN>RetireRoute - Snap</SPAN></P></LI><LI><P><SPAN>ExtendRoute - Stay Put</SPAN></P></LI><LI><P><SPAN>ReassignRoute - Snap</SPAN></P></LI><LI><P><SPAN>RealignRoute - Stay Put</SPAN></P></LI><LI><P><SPAN>RealignOverlap - Snap</SPAN></P></LI><LI><P><SPAN>CartoRealignRoute - Honor Route Measure</SPAN></P></LI></UL><P><SPAN /></P><P><SPAN STYLE="font-weight:bold;">From CANSYS Metadata Master Report:</SPAN></P><P><SPAN STYLE="font-weight:bold;">CPAV - (Concrete Pavement Attributes) </SPAN></P><P><SPAN>Concrete pavement contains data for the following attributes: load transfer device concrete surface, subsurface drainage, concrete base, subgrade type, attached shoulder and joint spacing.</SPAN></P><P><SPAN STYLE="font-weight:bold;">(CPAV) - Attached Shoulder -- IIT_CHR_ATTRIB31</SPAN></P><P><SPAN>Determines whether should is or is not attached to the roadway. </SPAN></P><UL><LI><P><SPAN>Code Y - Shoulder is attached</SPAN></P></LI><LI><P><SPAN>Code N - Shoulder is not attached.</SPAN></P></LI></UL><P><SPAN STYLE="font-weight:bold;">(CPAV) - Concrete Base -- IIT_CHR_ATTRIB29 </SPAN></P><P><SPAN>The type of concrete base used to build roadway. </SPAN></P><UL><LI><P><SPAN>Code 1 - ROADBED - Roadbed soil</SPAN></P></LI><LI><P><SPAN>Code 2 - GRANULAR - Granular material </SPAN></P></LI><LI><P><SPAN>Code 3 - STABILIZED - Stabilized earth or granular material with admixture</SPAN></P></LI><LI><P><SPAN>Code 5 - N.A. - Not applicable due to raised roadway or bridge deck</SPAN></P></LI><LI><P><SPAN>Code 8 - HMA - Hot mix asphalt.</SPAN></P></LI><LI><P><SPAN>Code 9 - CONCRETE - Lean concrete.</SPAN></P></LI></UL><P><SPAN STYLE="font-weight:bold;">(CPAV) - Concrete Surface -- IIT_CHR_ATTRIB27 </SPAN></P><P><SPAN>The type of concrete surface used to build roadway. </SPAN></P><UL><LI><P><SPAN>Code 71 - PCC UNF JT - High Rigid: PCC that is jointed but is without reinforcing</SPAN></P></LI><LI><P><SPAN>Code 72 - PCC JOINT - High Rigid: Reinforced PCC that has been jointed</SPAN></P></LI><LI><P><SPAN>Code 73 - PCC CONRF - High Rigid: Continuously reinforced PCC</SPAN></P></LI><LI><P><SPAN>Code 74 - PCC BOND - Rigid over Rigid: PCC over PCC where the layers have been bonded</SPAN></P></LI><LI><P><SPAN>Code 75 - PCC UBOND - Rigid over Rigid: PCC over PCC where the two layers are unbonded</SPAN></P></LI><LI><P><SPAN>Code 76 - PCC FLEX - Rigid over Flexible: PCC that has been placed over a bituminous</SPAN></P></LI><LI><P><SPAN>Code 77 - PCC UNF ND - High Rigid: PCC that is jointed without reinforcing or dowels.</SPAN></P></LI></UL><P><SPAN STYLE="font-weight:bold;">(CPAV) - Joint Spacing -- IIT_NUM_ATTRIB16 </SPAN></P><P><SPAN>Distance of spacing between joints. Value stored in meters. Minimum value = 3.658 and maximum value = 19.05.</SPAN></P><P><SPAN STYLE="font-weight:bold;">(CPAV) - Load Transfer Device -- IIT_CHR_ATTRIB26 </SPAN></P><P><SPAN>A load transfer device is the action taken to tie two slabs of new concrete together.</SPAN></P><UL><LI><P><SPAN>1 - UNKNOWN - Unknown </SPAN></P></LI><LI><P><SPAN>2 - DOWEL JOINT - Doweled joint </SPAN></P></LI><LI><P><SPAN>3 - ANGLE JOINT - Angled or skew joint. </SPAN></P></LI><LI><P><SPAN>4 - AC COMPOSITE - AC composite bituminous material surface. </SPAN></P></LI><LI><P><SPAN>5 - BRICK - Brick surface; not joint spacing. </SPAN></P></LI><LI><P><SPAN>6 - BRIDGE - Bridge </SPAN></P></LI></UL><P><SPAN STYLE="font-weight:bold;">(CPAV) - Subgrade Type -- IIT_CHR_ATTRIB30 </SPAN></P><P><SPAN>Material used for the subgrade.</SPAN></P><UL><LI><P><SPAN>1 - COARSE - Coarse graded material (gravel, sand, etc.). </SPAN></P></LI><LI><P><SPAN>2 - FINE - Fine graded material (original earth, clay, etc.). </SPAN></P></LI><LI><P><SPAN>5 - N.A. - Not applicable due to raised roadway or bridge </SPAN></P></LI></UL><P><SPAN STYLE="font-weight:bold;">(CPAV) - Subsurface Drainage -- IIT_CHR_ATTRIB28 </SPAN></P><P><SPAN>Subsurface drainage used in building the roadway.</SPAN></P><UL><LI><P><SPAN>1 - DENSE W/O - Dense(undrainable) base without edge drains. </SPAN></P></LI><LI><P><SPAN>2 - DENSE WITH - Dense (undrainable) base with edge drains. </SPAN></P></LI><LI><P><SPAN>3 - DRAIN W/O - Drainable base without edge drains. </SPAN></P></LI><LI><P><SPAN>4 - DRAIN WITH - Drainable base with edge drains. </SPAN></P></LI><LI><P><SPAN>5 - N.A. - Not applicable due to raised roadway or bridge deck. </SPAN></P></LI></UL><P><SPAN STYLE="font-weight:bold;">RPAC - (Road Pavement Actions) </SPAN></P><P><SPAN>Layer information for specific zero depth layers. This includes joint, dowel, supgr, intol, undrsl. Seal and slseal are zero layers but are not an RPAC material. The distinction is that seals can be added to the LYRS record in the logical order, but the RPAC materials couldn’t because they were at the top of the LYRS record, they would get removed from the LYRS record with a skim process. Note: multiple RPAC records are allowed at the same point. </SPAN></P><P><SPAN STYLE="font-style:italic;">History:</SPAN></P><P><SPAN>This was formerly a LYRS material type. However, the scheme didn’t t work very well in our business process. This data was extracted from LYRS. All "open" layers had the materials for RPAC removed from the LYRS item and the remaining were renumbered. The "closed" layer records had RPAC created but didn’t get removed from the LYRS item.</SPAN></P><P><SPAN STYLE="font-weight:bold;">(RPAC) - Action Date -- IIT_DATE_ATTRIB86 </SPAN></P><P><SPAN>The date this action was made. This is either the layer date or the least of the start date of the layer or the datum. </SPAN></P><P><SPAN STYLE="font-weight:bold;">(RPAC) - Action Type -- IIT_CHR_ATTRIB26 </SPAN></P><P><SPAN>The material type/action used for the roadway.</SPAN></P><UL><LI><P><SPAN>DOWEL - Dowel Retrofitted Portland </SPAN></P></LI><LI><P><SPAN>INTOL - Cement Intermittent Overlay </SPAN></P></LI><LI><P><SPAN>JOINT - Pavement Reconstruction - Major Joint Repair on PC </SPAN></P></LI><LI><P><SPAN>SUPGR - Supplemental Grading </SPAN></P></LI><LI><P><SPAN>UNDRSL - Underseal</SPAN></P></LI></UL><P><SPAN STYLE="font-weight:bold;">(RPAC) - ADDITIONAL WIDTH -- IIT_NUM_ATTRIB100 </SPAN></P><P><SPAN>The additional width that was added to lanes or to shoulder in this action. </SPAN></P><P><SPAN STYLE="font-weight:bold;">(RPAC) - Project Number -- IIT_CHR_ATTRIB56 </SPAN></P><P><SPAN>The project number of this action. </SPAN></P></DIV></DIV></DIV>
licenseInfo: <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>23 USC 409</SPAN></P></DIV></DIV></DIV>
catalogPath:
title: Pavement Activity
type:
url:
tags: ["KDOT","KHUB","Pavement","Activity"]
culture: en-US
portalUrl:
name:
guid:
minScale: 150000000
spatialReference: