20241113 21030900 1.0 FALSE ev_ShoulderMaterialRight 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 21272800 20260124 21272800 ItemDescription 150000000 5000 ev_ShoulderMaterialRight 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 RightShoulderMaterial1 RightShoulderMaterial1 String 4 0 0 First type of shoulder material. Cansys conversion - SHLD - SHOR - not in (71,72) and not curb and gutter KDOT RightShoulderMaterial2 RightShoulderMaterial2 String 4 0 0 Second type of shoulder material. On a Combination Shoulder Type, the Material 2 is for the remainder of the shoulder, not the main material. 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 Shoulder Material - Right 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, Safety Analyst, ISHDM, MIRE 2.0, KDOT Transportation Planning For the data of roadway shoulders, Shoulder material and shoulder width are kept as two separate events in KHub. ev_ShoulderMaterialRight represents the two atributes of Roadway ShoulderMaterial (domain is dShoulderMaterial) For divided highways, there are 3 events according to the relative cross sectional position of the shoulder, shoulderMaterialLeft,shouldermaterialMed, and ShoulderMaterialRight For undivided highway, there are 2 events according to the relative cross sectional position of the shoulder, shoulderMaterialLeft and ShoulderMaterialRight RightShoulderMaterial1: This is the shoulder portion abutting(closest to) the travelled way. This field will always be populated RightShoulderMaterial2: This is the material of shoulder portion farthest from travelled way. This field will be populated if there are more than one material types for the shoulder Notes: when the shoulder has two material types, for example: Aggregate and turf; Aggregate will be closest to travelled way, therfore assigning Material1-Aggregate, material2-Turf ev_ShoulderWidth is another event that has 2 attributes, PavedWidth, TotalWidth. If Shoulder is partly paved, the paved width will be less than the total width whereas for a fully paved shoulder, the paved width and total width will be same value. Curb is not considered as a shoulder type. So the curb data is included in a separate event ev_CurbType. ( the name of this event may be changed ev_Curb according to planned schema changes) KHUBSchemaChanges_May2021.xlsx This event along with ev_CurbType will be needed when validating data for shoulder gaps KDOT KDOT KHUB Shoulder Material Right <DIV STYLE="text-align:Left;"><DIV><DIV><TABLE><TBODY><TR><TD>DomainName</TD><TD>DomainCode</TD><TD>DomainValue</TD></TR><TR><TD>dShoulderMaterial </TD><TD>AC</TD><TD>Surfaced Shoulder Exists – Bituminous Concrete (AC)</TD></TR><TR><TD>dShoulderMaterial </TD><TD>AG</TD><TD>AGGREGATE (Includes Aggregate base with CACL2 and ABS with BST and AGG 1 with CACL2 (3R), LT 6”)</TD></TR><TR><TD>dShoulderMaterial </TD><TD>CSE</TD><TD>Combination Shoulder ( partly paved) Exists (migrated from Legacy Nonstate System) – Paved Width is unknown</TD></TR><TR><TD>dShoulderMaterial </TD><TD>N</TD><TD>NONE</TD></TR><TR><TD>dShoulderMaterial </TD><TD>PC</TD><TD>Surfaced Shoulder Exists – Portland Cement Concrete Surface (PCC)</TD></TR><TR><TD>dShoulderMaterial </TD><TD>SSE</TD><TD>Stabilized/unpaved Shoulder Exists (migrated from Legacy NonState System)</TD></TR><TR><TD>dShoulderMaterial </TD><TD>TF</TD><TD>TURF</TD></TR></TBODY></TABLE>Note: This event along with ev_CurbType will be needed when validating data for shoulder gapsPlanned schema changes<A href="KHUBSchemaChanges_May2021.xlsx</A>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>HISTORYCansys mainianed Shoulders Cansys Width X means there was a value present in the database<TABLE><TBODY><TR><TD>CANSYS Shoulder Types</TD><TD>cansys width</TD><TD>Migrate To KHUB as</TD><TD></TD><TD></TD><TD></TD></TR><TR><TD></TD><TD></TD><TD>Material1</TD><TD>Material2</TD><TD>Paved width</TD><TD>Total width</TD></TR><TR><TD>1'BA - One foot bituminous with remainder aggregate.</TD><TD>x</TD><TD>AC</TD><TD>AG</TD><TD>1</TD><TD>x</TD></TR><TR><TD>1'BT - One foot bituminous with remainder turf.</TD><TD>x</TD><TD>AC</TD><TD>TF</TD><TD>1</TD><TD>x</TD></TR><TR><TD>2'AT - Two feet aggregate with remainder turf.</TD><TD>x</TD><TD>AG</TD><TD>TF</TD><TD>0</TD><TD>x</TD></TR><TR><TD>2'BA - Two feet bituminous with remainder aggregate.</TD><TD>x</TD><TD>AC</TD><TD>AG</TD><TD>2</TD><TD>x</TD></TR><TR><TD>2'BT - Two feet bituminous with remainder turf.</TD><TD>x</TD><TD>AC</TD><TD>TF</TD><TD>2</TD><TD>x</TD></TR><TR><TD>3'BA - Three feet bituminous with remainder aggregate.</TD><TD>x</TD><TD>AC</TD><TD>AG</TD><TD>3</TD><TD>x</TD></TR><TR><TD>3'BT - Three feet bituminous with remainder turf.</TD><TD>x</TD><TD>AC</TD><TD>TF</TD><TD>3</TD><TD>x</TD></TR><TR><TD>3'CA - Three feet PCC with remainder aggregate.</TD><TD>x</TD><TD>PCC</TD><TD>AG</TD><TD>3</TD><TD>x</TD></TR><TR><TD>4'BT - Four feet bituminous with remainder turf.</TD><TD>x</TD><TD>AC</TD><TD>TF</TD><TD>4</TD><TD>x</TD></TR><TR><TD>6'BT - Six feet bituminous with remainder turf.</TD><TD>x</TD><TD>AC</TD><TD>TF</TD><TD>6</TD><TD>x</TD></TR><TR><TD>8'BA - Eight feet bituminous with remainder aggregate.</TD><TD>x</TD><TD>AC</TD><TD>AG</TD><TD>8</TD><TD>x</TD></TR><TR><TD>8'BT - Eight feet bituminous with remainder turf.</TD><TD>x</TD><TD>AC</TD><TD>TF</TD><TD>8</TD><TD>x</TD></TR><TR><TD>AC - Asphaltic concrete shoulder.</TD><TD>x</TD><TD>AC</TD><TD>None</TD><TD>x</TD><TD>x</TD></TR><TR><TD>AISM - Agg. 1 with CACL2 (3R), LT 6".</TD><TD>x</TD><TD>AG</TD><TD>None</TD><TD>0</TD><TD>x</TD></TR><TR><TD>AS - Aggregate base stabilized, (CACL2), full design thickness.</TD><TD>x</TD><TD>AG</TD><TD>None</TD><TD>0</TD><TD>x</TD></TR><TR><TD>ASSE - ABS with B.S.T.</TD><TD>x</TD><TD>AG</TD><TD>None</TD><TD>0</TD><TD>x</TD></TR><TR><TD>BC - Bituminous base.</TD><TD>x</TD><TD>AC</TD><TD>None</TD><TD>x</TD><TD>x</TD></TR><TR><TD>PCC - Portland cement concrete shoulder.</TD><TD>x</TD><TD>PCC</TD><TD>None</TD><TD>x</TD><TD>x</TD></TR><TR><TD>TURF - Turf.</TD><TD>x</TD><TD>TF</TD><TD>None</TD><TD>0</TD><TD>x</TD></TR><TR><TD>CG - Curb and gutter</TD><TD></TD><TD>removed from Shoulders. in separate event, ev_CurbType</TD><TD></TD><TD></TD><TD></TD></TR></TBODY></TABLE>Note: In the case of 2'AT - Two feet aggregate with remainder turf, in KHub we lost the detail of how wide is aggregate shoulder because there is 0 paved width. Since we know that this type of combination shoulder existed only for 2 Foot aggregate, that helps with any questions on this lost info, that happened due to migration. ( not having a separate column to show stabilized with of 2 feet).In EPFS, all shoulders with width of 2 ft or less are considered unstabilized regardless of paved/unpaved status. All AG-Aggregate shoulders are stabilized.From CANSYS Metadata Master ReportSHLD - (Shoulders) SHLD contains details about the shoulders on a roadway. Shoulders are kept with cross sectional position. SHOR (outside right) - SHOL (outside left) - SHIN (inside shoulder). Shoulders should be contiguous with a SHOR XSP. An undivided roadway would always have a SHOR and should have a SHOL. Both directions of a divided roadway should have a SHOR and a SHIN XSP.History:One of the reasons we have so many shoulder codes is because they put an emphasis on?? The codes were designed to tell people whether black white green or earth color. NUSYS codes were mapped to old codes as such: 01 (none) = 0; 02(bituminous)=11;03(PCCP-not tied) =29;04(PCCP-tied) =29;05(stabilized)=71;06(combination)=72;07(earth) =2;08(curbed)=19. (SHLD) - Shoulder Type -- IIT_CHR_ATTRIB26-- Ended (1/1/1901) More this is the material type/width configuration of the shoulder. The dtp code from the domain (sh shldr_id) identifies the value used for HPMS(?) And NUSYS field sheet. Stabilized shoulders can be found by reviewing banding values for shoulder type in the application. (SHLD) - Shoulder Type -- IIT_NUM_ATTRIB100 More this is the material type/width configuration of the shoulder. The dtp code from the domain (sh shldr_id) identifies the value used for HPMS(?) And NUSYS field sheet. Stabilized shoulders can be found by reviewing banding values for shoulder type in the application.(SHLD) - Shoulder Width -- IIT_NUM_ATTRIB16 Records the width of the shoulder measured from the inside of the white stripe. Whenever a shoulder type or width is changed you should check whether accident analysis date should also be changed</DIV></DIV></DIV> 0 EPSG 8.5.2(10.3.1) Simple FALSE 0 TRUE TRUE