20241113 21361400 1.0 FALSE ev_PavementActivity 207196.767700 2372883.827271 363715.799683 1478543.612488 1 002 Projected GCS_North_American_1983 Linear Unit: Foot_US (0.304801) NAD_1983_Kansas_LCC_ftUS <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/3.5.0'><WKT>PROJCS["NAD_1983_Kansas_LCC_ftUS",GEOGCS["GCS_North_American_1983",DATUM["D_North_American_1983",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Lambert_Conformal_Conic"],PARAMETER["False_Easting",1312333.3333],PARAMETER["False_Northing",0.0],PARAMETER["Central_Meridian",-98.25],PARAMETER["Standard_Parallel_1",37.5],PARAMETER["Standard_Parallel_2",39.5],PARAMETER["Latitude_Of_Origin",36.0],UNIT["Foot_US",0.3048006096012192],AUTHORITY["EPSG",6923]]</WKT><XOrigin>-120729000</XOrigin><YOrigin>-94795000</YOrigin><XYScale>3048.0060960152887</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>16093472.173863573</MScale><XYTolerance>0.003280833333333</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>6.2136994900000004e-07</MTolerance><HighPrecision>true</HighPrecision><WKID>6923</WKID><LatestWKID>6923</LatestWKID></ProjectedCoordinateSystem> 20260124 21202300 20260124 21202300 ISO19139 150000000 5000 ev_PavementActivity Feature Class 0 OBJECTID OBJECTID OID 4 10 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. EventID EventID String 38 0 0 The unique ID for each event record. KDOT RouteID RouteID String 16 0 0 Unique ID of the route. KDOT FromMeasure FromMeasure Double 8 38 8 The measure on the route where the beginning of the event is located. KDOT ToMeasure ToMeasure Double 8 38 8 The measure on the route where the end of the event is located. KDOT PavementActivityDate PavementActivityDate Date 8 0 0 Pavement Activity Dates must include a year for each record. If only the year is available, the date of January 1 is inferred. Pavement Action Dates are needed to support the Pavement Layer Viewer and other reports needed for the Pavement Sandwich. KDOT PavementProjectID PavementProjectID String 20 0 0 Project ID for the activity. Some older activities may not have a project ID so this value may be null. KDOT ActivitySeq ActivitySeq SmallInteger 2 5 0 Represents the sequential order of actions within a project. Begins with 1 for each project, incrementing by 1 for each action within a project. Must be present even if the action type is null and there is no project ID (orphan layers), so that multiple orphan layers in the same year may be ordered. This data is used for the Pavement Sandwich. KDOT PavementActivity PavementActivity String 20 0 0 Pavement Action type may be null if a layer is orphaned. The list for action types was defined by Rick Miller 02-07-2018 KDOT PavementChange PavementChange String 1 0 0 Change values may be F-Flat, U-Up, D-Down, RReplace. This is needed in the transaction R&H event so that the Pavement Sandwich process can know how to interpret the Pavement Depth for display and reporting. KDOT PavementMaterial PavementMaterial String 6 0 0 Pavement Layer Material type is defined only if the depth is greater than zero KDOT PavementActivityWidth PavementActivityWidth SmallInteger 2 5 0 The width is the cross-sectional width of the activity. The pavement width is not needed for Pavement Sandwich at this time. KDOT PavementActivityOffset PavementActivityOffset SmallInteger 2 5 0 The offset is measured from the centerline of the cross-section on the road. It is used for partial fills. KDOT PavementActivityDepth PavementActivityDepth Double 8 7 3 Depth of the Pavement Layer may be positive, zero, or negative values. Replacement values will not be zero, and must include a positive depth value for the replacement. KDOT InventoryStartDate InventoryStartDate Date 8 0 0 LRSFromDate LRSFromDate Date 8 0 0 The date that the event becomes active on the route. KDOT LRSToDate LRSToDate Date 8 0 0 The date that the event is retired on the route. KDOT CreatedUser CreatedUser String 20 0 0 The names of users who created features or records. KDOT LastEditedUser LastEditedUser String 20 0 0 The names of users who last edited features or records. KDOT CreatedDate CreatedDate Date 8 0 0 The dates features or records were created. KDOT LastEditedDate LastEditedDate Date 8 0 0 The dates features or records were last edited. KDOT SourceCIT SourceCIT String 20 0 0 Authoritative source providing event record. KDOT LocError LocError String 100 0 0 The location error for the event. KDOT GlobalID GlobalID GlobalID 38 0 0 KDOTUseOnly KDOTUseOnly String 5 0 0 SHAPE Shape Geometry 8 0 0 Feature geometry. Esri Coordinates defining the features. SHAPE.STLength() Shape.STLength() Double 0 0 0 dataset Kyle Gonterwitz Kansas Department of Transportation Civil Engineer 700 SW Harrison Topeka KS 66603 kyle.gonterwitz@ks.gov US 785-296-3566 Kyle Gonterwitz 20260124 Enterprise Geodatabase Feature Class 10.6.1 ArcGIS Rest Services 10.6.1 Esri ArcGIS 13.5.0.56755 Pavement Activity 2017-12-31T00:00:00 1 -102.194781 -94.464185 40.059751 36.936218 0.000000 0.000100 Kyle Gonterwitz Kansas Department of Transportation Civil Engineer 700 SW Harrison Topeka KS 66603 kyle.gonterwitz@ks.gov US 785-296-3566 State Highway System RouteID with Prefix codes in 1, 2, 3 route networks and event features current all Urban Classified System RouteID with Prefix codes 5 route networks and event features current all Ramps RouteID with Prefix codes 4 OR TravelWayOperations = Ramp code route networks and ev_TravelWayOperations event feature current all 23 USC 409 <DIV STYLE="text-align:Left;"><DIV><DIV>23 USC 409</DIV></DIV></DIV> 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) KDOT KDOT KHUB Pavement Activity <DIV STYLE="text-align:Left;"><DIV><DIV>Behaviors<UL><LI>Activity / Rules</LI><LI>CalibrateRoute - Stay Put</LI><LI>ReverseRoute - Stay Put</LI><LI>RetireRoute - Snap</LI><LI>ExtendRoute - Stay Put</LI><LI>ReassignRoute - Snap</LI><LI>RealignRoute - Stay Put</LI><LI>RealignOverlap - Snap</LI><LI>CartoRealignRoute - Honor Route Measure</LI></UL>From CANSYS Metadata Master Report:CPAV - (Concrete Pavement Attributes) Concrete pavement contains data for the following attributes: load transfer device concrete surface, subsurface drainage, concrete base, subgrade type, attached shoulder and joint spacing.(CPAV) - Attached Shoulder -- IIT_CHR_ATTRIB31Determines whether should is or is not attached to the roadway. <UL><LI>Code Y - Shoulder is attached</LI><LI>Code N - Shoulder is not attached.</LI></UL>(CPAV) - Concrete Base -- IIT_CHR_ATTRIB29 The type of concrete base used to build roadway. <UL><LI>Code 1 - ROADBED - Roadbed soil</LI><LI>Code 2 - GRANULAR - Granular material </LI><LI>Code 3 - STABILIZED - Stabilized earth or granular material with admixture</LI><LI>Code 5 - N.A. - Not applicable due to raised roadway or bridge deck</LI><LI>Code 8 - HMA - Hot mix asphalt.</LI><LI>Code 9 - CONCRETE - Lean concrete.</LI></UL>(CPAV) - Concrete Surface -- IIT_CHR_ATTRIB27 The type of concrete surface used to build roadway. <UL><LI>Code 71 - PCC UNF JT - High Rigid: PCC that is jointed but is without reinforcing</LI><LI>Code 72 - PCC JOINT - High Rigid: Reinforced PCC that has been jointed</LI><LI>Code 73 - PCC CONRF - High Rigid: Continuously reinforced PCC</LI><LI>Code 74 - PCC BOND - Rigid over Rigid: PCC over PCC where the layers have been bonded</LI><LI>Code 75 - PCC UBOND - Rigid over Rigid: PCC over PCC where the two layers are unbonded</LI><LI>Code 76 - PCC FLEX - Rigid over Flexible: PCC that has been placed over a bituminous</LI><LI>Code 77 - PCC UNF ND - High Rigid: PCC that is jointed without reinforcing or dowels.</LI></UL>(CPAV) - Joint Spacing -- IIT_NUM_ATTRIB16 Distance of spacing between joints. Value stored in meters. Minimum value = 3.658 and maximum value = 19.05.(CPAV) - Load Transfer Device -- IIT_CHR_ATTRIB26 A load transfer device is the action taken to tie two slabs of new concrete together.<UL><LI>1 - UNKNOWN - Unknown </LI><LI>2 - DOWEL JOINT - Doweled joint </LI><LI>3 - ANGLE JOINT - Angled or skew joint. </LI><LI>4 - AC COMPOSITE - AC composite bituminous material surface. </LI><LI>5 - BRICK - Brick surface; not joint spacing. </LI><LI>6 - BRIDGE - Bridge </LI></UL>(CPAV) - Subgrade Type -- IIT_CHR_ATTRIB30 Material used for the subgrade.<UL><LI>1 - COARSE - Coarse graded material (gravel, sand, etc.). </LI><LI>2 - FINE - Fine graded material (original earth, clay, etc.). </LI><LI>5 - N.A. - Not applicable due to raised roadway or bridge </LI></UL>(CPAV) - Subsurface Drainage -- IIT_CHR_ATTRIB28 Subsurface drainage used in building the roadway.<UL><LI>1 - DENSE W/O - Dense(undrainable) base without edge drains. </LI><LI>2 - DENSE WITH - Dense (undrainable) base with edge drains. </LI><LI>3 - DRAIN W/O - Drainable base without edge drains. </LI><LI>4 - DRAIN WITH - Drainable base with edge drains. </LI><LI>5 - N.A. - Not applicable due to raised roadway or bridge deck. </LI></UL>RPAC - (Road Pavement Actions) 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. History: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.(RPAC) - Action Date -- IIT_DATE_ATTRIB86 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. (RPAC) - Action Type -- IIT_CHR_ATTRIB26 The material type/action used for the roadway.<UL><LI>DOWEL - Dowel Retrofitted Portland </LI><LI>INTOL - Cement Intermittent Overlay </LI><LI>JOINT - Pavement Reconstruction - Major Joint Repair on PC </LI><LI>SUPGR - Supplemental Grading </LI><LI>UNDRSL - Underseal</LI></UL>(RPAC) - ADDITIONAL WIDTH -- IIT_NUM_ATTRIB100 The additional width that was added to lanes or to shoulder in this action. (RPAC) - Project Number -- IIT_CHR_ATTRIB56 The project number of this action. </DIV></DIV></DIV> 0 EPSG 8.5.2(10.3.1) Simple FALSE 0 TRUE TRUE