ArcGIS REST Services Directory Login
Home > services > Transportation > Shoulder_Material (FeatureServer) > Shoulder Material Med > iteminfo API Reference
JSON

ItemInfo

Item Information

snippet: 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_ShoulderMaterialMed 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 MedShoulderMaterial1: This is the shoulder portion abutting(closest to) the travelled way. This field will always be populated MedShoulderMaterial2: 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) \\gisdata\khub\documentation\UsersDocumentation\KHUBSchemaChanges_May2021.xlsx This event along with ev_CurbType will be needed when validating data for shoulder gaps
summary: 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_ShoulderMaterialMed 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 MedShoulderMaterial1: This is the shoulder portion abutting(closest to) the travelled way. This field will always be populated MedShoulderMaterial2: 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) \\gisdata\khub\documentation\UsersDocumentation\KHUBSchemaChanges_May2021.xlsx This event along with ev_CurbType will be needed when validating data for shoulder gaps
accessInformation: KDOT
thumbnail:
maxScale: 5000
typeKeywords: []
description: <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN /></P><P><SPAN /></P><TABLE><TBODY><TR><TD><P STYLE="font-weight:bold;margin:0 0 0 0;"><SPAN><SPAN>DomainName</SPAN></SPAN></P></TD><TD><P STYLE="font-weight:bold;margin:0 0 0 0;"><SPAN><SPAN>DomainCode</SPAN></SPAN></P></TD><TD><P STYLE="font-weight:bold;margin:0 0 0 0;"><SPAN><SPAN>DomainValue</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>dShoulderMaterial </SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>Surfaced Shoulder Exists – Bituminous Concrete (AC)</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>dShoulderMaterial </SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>AGGREGATE (Includes Aggregate base with CACL2 and ABS with BST and AGG 1 with CACL2 (3R), LT 6”)</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>dShoulderMaterial </SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>CSE</SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN>Combination Shoulder ( partly paved) Exists (migrated from Legacy Nonstate System) – Paved Width is unknown</SPAN></P></TD></TR><TR><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>dShoulderMaterial </SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>N</SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>NONE</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>dShoulderMaterial </SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>PC</SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>Surfaced Shoulder Exists – Portland Cement Concrete Surface (PCC)</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>dShoulderMaterial </SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>SSE</SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN>Stabilized/unpaved Shoulder Exists (migrated from Legacy NonState System)</SPAN></P></TD></TR><TR><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>dShoulderMaterial </SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>TF</SPAN></SPAN></P></TD><TD><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>TURF</SPAN></SPAN></P></TD></TR></TBODY></TABLE><P><SPAN>Note: </SPAN></P><P><SPAN><SPAN>This event along with ev_CurbType will be needed when validating data for shoulder gaps</SPAN></SPAN></P><P><SPAN /></P><P><SPAN>Planned schema changes</SPAN></P><P><A href="\\gisdata\khub\documentation\UsersDocumentation\KHUBSchemaChanges_May2021.xlsx"><SPAN>\\gisdata\khub\documentation\UsersDocumentation\KHUBSchemaChanges_May2021.xlsx</SPAN></A></P><P><SPAN /></P><P><SPAN /></P><P><SPAN /></P><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 /></P><P><SPAN /></P><P><SPAN STYLE="font-weight:bold;">HISTORY</SPAN></P><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>Cansys mainianed Shoulders </SPAN></SPAN></P><TABLE STYLE="margin:0 0 0 0;"><TBODY><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>CANSYS Shoulder Types</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>cansys width</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>Migrate To KHUB as</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P /></TD><TD STYLE="padding:0 0 0 0;"><P /></TD><TD STYLE="padding:0 0 0 0;"><P /></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P /></TD><TD STYLE="padding:0 0 0 0;"><P /></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>Material1</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>Material2</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>Paved width</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>Total width</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>1'BA - One foot bituminous with remainder aggregate.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>1</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>1'BT - One foot bituminous with remainder turf.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>TF</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>1</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>2'AT - Two feet aggregate with remainder turf.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>TF</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>0</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>2'BA - Two feet bituminous with remainder aggregate.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>2</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>2'BT - Two feet bituminous with remainder turf.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>TF</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>2</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>3'BA - Three feet bituminous with remainder aggregate.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>3</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>3'BT - Three feet bituminous with remainder turf.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>TF</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>3</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>3'CA - Three feet PCC with remainder aggregate.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>PCC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>3</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>4'BT - Four feet bituminous with remainder turf.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>TF</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>4</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>6'BT - Six feet bituminous with remainder turf.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>TF</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>6</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>8'BA - Eight feet bituminous with remainder aggregate.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>8</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>8'BT - Eight feet bituminous with remainder turf.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>TF</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>8</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC - Asphaltic concrete shoulder.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>None</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AISM - Agg. 1 with CACL2 (3R), LT 6".</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>None</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>0</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AS - Aggregate base stabilized, (CACL2), full design thickness.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>None</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>0</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>ASSE - ABS with B.S.T.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AG</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>None</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>0</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>BC - Bituminous base.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>AC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>None</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>PCC - Portland cement concrete shoulder.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>PCC</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>None</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>TURF - Turf.</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>TF</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>None</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>0</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>x</SPAN></SPAN></P></TD></TR><TR><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>CG - Curb and gutter</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P /></TD><TD STYLE="padding:0 0 0 0;"><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>removed from Shoulders. in separate event, ev_CurbType</SPAN></SPAN></P></TD><TD STYLE="padding:0 0 0 0;"><P /></TD><TD STYLE="padding:0 0 0 0;"><P /></TD><TD STYLE="padding:0 0 0 0;"><P /></TD></TR></TBODY></TABLE><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>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).</SPAN></SPAN></P><P STYLE="font-size:16ptmargin:7 0 7 0;"><SPAN><SPAN>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.</SPAN></SPAN></P><P><SPAN /></P><P><SPAN STYLE="font-weight:bold;">From CANSYS Metadata Master Report</SPAN></P><P><SPAN /></P><P><SPAN STYLE="font-weight:bold;">SHLD - (Shoulders) </SPAN></P><P><SPAN>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.</SPAN></P><P><SPAN STYLE="font-weight:bold;">History:</SPAN></P><P><SPAN>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. </SPAN></P><P><SPAN STYLE="font-weight:bold;">(SHLD) - Shoulder Type -- IIT_CHR_ATTRIB26-- Ended (1/1/1901) </SPAN></P><P><SPAN>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. </SPAN></P><P><SPAN STYLE="font-weight:bold;">(SHLD) - Shoulder Type -- IIT_NUM_ATTRIB100 </SPAN></P><P><SPAN>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.</SPAN></P><P><SPAN STYLE="font-weight:bold;">(SHLD) - Shoulder Width -- IIT_NUM_ATTRIB16 </SPAN></P><P><SPAN>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</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: Shoulder Material - Median
type:
url:
tags: ["KDOT","KHUB","Shoulder","Material","Median"]
culture: en-US
portalUrl:
name:
guid:
minScale: 150000000
spatialReference: