Layers:

Layer: Roadway Pavement Condition (NHS) (0)


Name: Roadway Pavement Condition (NHS)

Display Field: CO_NAME

Type: Feature Layer

Geometry Type: esriGeometryPolyline

Description: <div style="text-align:Left;"><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px; text-align:center;"><img alt="MDOT Logo" src="https://geo.sha.maryland.gov/images/maryland_MDOT_logo_CMYK_croppedtran200.png" style="max-width:100%; height:auto;" /><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><a href="https://maryland.maps.arcgis.com/home/item.html?id=ef39f7453467446cbf4b95add26db4a4" style="color:rgb(0, 121, 193); text-decoration-line:none; font-family:inherit;" target="_blank"><font color="#8b0000" style="font-family:inherit;">Esri ArcGIS Online (AGOL) Hosted Feature Layer which provides access to the MDOT SHA Pavement Condition NHS data product.</font></a><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">MDOT SHA Pavement Condition (NHS) data consists of linear geometric features which represent roadway pavement conditions along the National Highway System (NHS) throughout the State of Maryland. This data product includes the national transportation performance measure infrastructure conditions, specifically the Good, Fair, &amp; Poor condition ratings.   These condition ratings, depending on surface type, are based on roughness, cracking, rutting &amp; faulting.<br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">MDOT SHA Pavement Condition NHS data is owned &amp; maintained by the MDOT SHA Office of Materials Technology (OMT). This data product is consistently updated on an annual basis for the prior year. This data product is for the year 2021.  Though this data product as a whole is owned &amp; maintained by MDOT SHA, the pavement conditions along roadways maintained by other Federal, State, County, and local government agencies are included within this data product.  Roadway maintenance responsibility information can be further understood through the attribute values related to each linear segment.<br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><div style="font-family:inherit;">MDOT SHA Pavement Condition (NHS) data includes performance measures for pavements that are based on three condition ratings of <b>Good</b>, <b>Fair</b>, &amp; <b>Poor </b>calculated for each pavement section, as described in Detailed in “National Performance Management Measures for Assessing Pavement Condition,” 23 CFR 490 Subpart C (Code of Federal Regulations). </div><div style="font-family:inherit;"><br /></div></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">The included <b>Condition Ratings </b>are determined or calculated as follows:<br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><b>International Roughness Index (IRI) Condition Rating</b> shall be determined / calculated for all pavement types using the following criteria. If an IRI value of a pavement section is: -</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- Less than 95, the IRI rating for the pavement section is Good;</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- Between 95 and 170, the IRI rating for the pavement section is Fair; and</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- Greater than 170, the IRI rating for the pavement section is Poor.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><b>Cracking Condition Rating</b> shall be determined/calculated using the following criteria:</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">(i) For asphalt pavement sections -</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the Cracking_Percent value of a section is less than 5 percent, the cracking rating for the pavement section is Good;</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the Cracking_Percent value of a section is equal to or greater than 5 percent and less than or equal to 20 percent the cracking rating for the pavement section is Fair; and</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the Cracking_Percent value of a section is greater than 20 percent the cracking rating for the pavement section is Poor.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">(ii) For jointed concrete pavement sections -</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the Cracking_Percent value of a section is less than 5 percent, the cracking rating for the pavement section is Good;</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the Cracking_Percent value of a section is equal to or greater than 5 percent and less than or equal to 15 percent the cracking rating for the pavement section is Fair; and</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the Cracking_Percent value of a section is greater than 15 percent the cracking rating for the pavement section is Poor.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">(iii) For CRCP sections:</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the Cracking_Percent value of a section is less than 5 percent, the cracking rating for the pavement section is Good;</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the Cracking_Percent value of a section is equal to or greater than 5 percent and less than or equal to 10 percent, the cracking rating for the pavement section is Fair; and</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the Cracking_Percent value of a section is greater than 10 percent, the cracking rating for the pavement section is Poor.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><b>Rutting or Faulting Condition Rating</b> shall be determined / calculated using the following criteria.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">(i) For asphalt pavement:</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the rutting value of a section is less than 0.20 inches, the rutting rating for the pavement section is Good;</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the rutting value of a section is equal to or greater than 0.20 inches and less than or equal to 0.40 inches, the rutting rating for the pavement section is Fair; and</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the rutting value of a section in is greater than 0.40 inches, the rutting rating for the pavement section is Poor.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">(ii) For jointed concrete pavement:</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the faulting value of a section is less than 0.10 inches, the faulting rating for the pavement section is Good;</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- If the faulting value of a section is equal to or greater than 0.10 inches and less than or equal to 0.15 inches, the faulting rating for the pavement section is Fair; and If the faulting value of a section is greater than 0.15 inches, the faulting rating for the pavement section is Poor.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- The overall pavement condition to calculate good/poor metrics combines consideration of IRI, cracking and rutting/faulting, depending on surface type. </div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><b>Overall Pavement Condition Rating</b> is determined or calculated as follows:</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><b>Good</b></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- For asphalt and jointed concrete pavements if all three metrics (IRI, cracking, and rutting/faulting) are good.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- For continuous concrete pavements if both IRI and cracking are good.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><b>Poor</b><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- For asphalt and jointed concrete pavements if at least two metrics (IRI, cracking, and rutting/faulting) are poor.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- For continuous concrete pavements if both IRI and cracking are poor.</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><b>Fair </b></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;">- For all other combinations</div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><br /></div><div style="font-family:&quot;Avenir Next W01&quot;, &quot;Avenir Next W00&quot;, &quot;Avenir Next&quot;, Avenir, &quot;Helvetica Neue&quot;, sans-serif; font-size:16px;"><div style="font-family:inherit;">For additional information, contact the MDOT SHA OIT Enterprise Information Services:</div><div style="font-family:inherit;">Email: <a href="mailto:GIS@mdot.maryland.gov" style="color:rgb(0, 121, 193); text-decoration-line:none; font-family:inherit;" target="_blank"><font color="#b22222" style="font-family:inherit;">GIS@mdot.maryland.gov</font></a></div></div></div>

Copyright Text: Maryland Department of Transportation (MDOT), Maryland Department of Transportation State Highway Administration (MDOT SHA), MDOT SHA Office of Materials Technology (OMT), MDOT SHA Pavement & Geotechnical Division (PAGD), MDOT SHA OIT Enterprise Information Services (GIS@mdot.maryland.gov)

Min. Scale: 6000000

Max. Scale: 0

Default Visibility: true

Max Record Count: 2000

Supported query Formats: JSON, geoJSON, PBF

Use Standardized Queries: True

Extent:

XMin: 608334.701984465
YMin: 125290.084975064
XMax: 1870051.84590805
YMax: 756596.570063308
Spatial Reference: PROJCS["NAD_1983_HARN_StatePlane_Maryland_FIPS_1900",GEOGCS["GCS_North_American_1983_HARN",DATUM["D_North_American_1983_HARN",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Lambert_Conformal_Conic"],PARAMETER["False_Easting",1312333.333333333],PARAMETER["False_Northing",0.0],PARAMETER["Central_Meridian",-77.0],PARAMETER["Standard_Parallel_1",38.3],PARAMETER["Standard_Parallel_2",39.45],PARAMETER["Latitude_Of_Origin",37.66666666666666],UNIT["Foot_US",0.3048006096012192]]


Drawing Info:

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Has Geometry Properties: true

HTML Popup Type: esriServerHTMLPopupTypeAsHTMLText

Object ID Field: OBJECTID

Unique ID Field:

Name : OBJECTID

IsSystemMaintained : True


Global ID Field: GlobalID

Type ID Field: GOVT_CONTROL_DESC1

Fields:
• OBJECTID (type: esriFieldTypeOID, alias: GIS Object ID, SQL Type: sqlTypeOther, length: 0, nullable: false, editable: false)
• GOVT_CONTROL_DESC1 (type: esriFieldTypeString, alias: Maintenance Responsibility, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true)
• CO_NAME (type: esriFieldTypeString, alias: County Name, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true)
• MUN_NAME (type: esriFieldTypeString, alias: Municipality Name, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true)
• ROUTEID (type: esriFieldTypeString, alias: Route ID, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true)
• FUNCTIONAL_GROUP (type: esriFieldTypeString, alias: Functional Group, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [Non Interstate NHS: Non-Interstate NHS], [Interstate: Interstate])
• BMP (type: esriFieldTypeDouble, alias: Beginning Milepoint, SQL Type: sqlTypeOther, nullable: true, editable: true)
• EMP (type: esriFieldTypeDouble, alias: Ending Milepoint, SQL Type: sqlTypeOther, nullable: true, editable: true)
• OVERALL_PAVEMENT_COND_FHWA (type: esriFieldTypeString, alias: Overall Pavement Condition (FHWA), SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [FAIR: Fair], [GOOD: Good], [POOR: Poor], ... 1 more ...)
• SURFACE_TYPE (type: esriFieldTypeInteger, alias: Surface Type, SQL Type: sqlTypeOther, nullable: true, editable: true, Coded Values: [6: Asphalt-Concrete (AC) Overlay over Existing AC Pavement], [7: Asphalt-Concrete (AC) Overlay over Existing Jointed Concrete Pavement], [8: Asphalt-Concrete (AC) / Bituminous Overlay over Existing Continuously Reinforced Concrete Pavement (CRCP)], ... 4 more ...)
• SURFACE_MATERIAL (type: esriFieldTypeString, alias: Surface Material, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [ASPHALT: Asphalt], [RJ: Rigid / Jointed], [RC: Rigid / Continuous], ... 1 more ...)
• LANE_MILES (type: esriFieldTypeDouble, alias: Lane Miles, SQL Type: sqlTypeOther, nullable: true, editable: true)
• IRI (type: esriFieldTypeInteger, alias: IRI (in/mi), SQL Type: sqlTypeOther, nullable: true, editable: true)
• RUTTING (type: esriFieldTypeDouble, alias: Rutting (in), SQL Type: sqlTypeOther, nullable: true, editable: true)
• CRACKING_PERCENT (type: esriFieldTypeInteger, alias: Cracking Percent, SQL Type: sqlTypeOther, nullable: true, editable: true)
• FAULTING (type: esriFieldTypeDouble, alias: Faulting (in), SQL Type: sqlTypeOther, nullable: true, editable: true)
• IRI_CONDITION (type: esriFieldTypeString, alias: IRI Condition, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [GOOD: Good], [FAIR: Fair], [POOR: Poor])
• RUTTING_CONDITION (type: esriFieldTypeString, alias: Rutting Condition, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [GOOD: Good], [FAIR: Fair], [POOR: Poor])
• CRACKING_CONDITION (type: esriFieldTypeString, alias: Cracking Condition, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [GOOD: Good], [FAIR: Fair], [POOR: Poor])
• FAULTING_CONDITION (type: esriFieldTypeString, alias: Faulting Condition, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true, Coded Values: [GOOD: Good], [FAIR: Fair], [POOR: Poor])
• LOC_ERROR (type: esriFieldTypeString, alias: Location Error, SQL Type: sqlTypeOther, length: 50, nullable: true, editable: true, Coded Values: [NO ERROR: No Error], [ROUTE NOT FOUND: Route Not Found], [PARTIAL MATCH FOR THE TO-MEASURE: Partial Match for the To-Measure], ... 2 more ...)
• MPO_NAME (type: esriFieldTypeString, alias: Metropolitan Planning Organization (MPO) Name, SQL Type: sqlTypeOther, length: 80, nullable: true, editable: true)
• ACRONYM (type: esriFieldTypeString, alias: MPO Acronym, SQL Type: sqlTypeOther, length: 10, nullable: true, editable: true)
• ROUTE_NAME (type: esriFieldTypeString, alias: Route Name, SQL Type: sqlTypeOther, length: 255, nullable: true, editable: true)
• DISTRICT (type: esriFieldTypeInteger, alias: MDOT SHA District Number, SQL Type: sqlTypeOther, nullable: true, editable: true)
• Shape__Length (type: esriFieldTypeDouble, alias: GIS Shape Length, SQL Type: sqlTypeDouble, nullable: true, editable: false)
• GlobalID (type: esriFieldTypeGlobalID, alias: GlobalID, SQL Type: sqlTypeOther, length: 38, nullable: false, editable: false)

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ID: State Highway
Name: State Highway
Domains:

Templates:

Name: State Highway
Description:
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Prototype:

Attributes:

• GOVT_CONTROL_DESC1: State Highway

---

ID: State Toll Authority
Name: State Toll Authority
Domains:

Templates:

Name: State Toll Authority
Description:
Drawing Tool: esriFeatureEditToolNone
Prototype:

Attributes:

• GOVT_CONTROL_DESC1: State Toll Authority

---

ID: County
Name: County
Domains:

Templates:

Name: County
Description:
Drawing Tool: esriFeatureEditToolNone
Prototype:

Attributes:

• GOVT_CONTROL_DESC1: County

---

ID: Municipal
Name: Municipal
Domains:

Templates:

Name: Municipal
Description:
Drawing Tool: esriFeatureEditToolNone
Prototype:

Attributes:

• GOVT_CONTROL_DESC1: Municipal

---

ID: Military Resv/Corp of Eng
Name: Military Resv/Corp of Eng
Domains:

Templates:

Name: Military Resv/Corp of Eng
Description:
Drawing Tool: esriFeatureEditToolNone
Prototype:

Attributes:

• GOVT_CONTROL_DESC1: Military Resv/Corp of Eng

---

ID: National Park Service
Name: National Park Service
Domains:

Templates:

Name: National Park Service
Description:
Drawing Tool: esriFeatureEditToolNone
Prototype:

Attributes:

• GOVT_CONTROL_DESC1: National Park Service

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ID: Other Public
Name: Other Public
Domains:

Templates:

Name: Other Public
Description:
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Attributes:

• GOVT_CONTROL_DESC1: Other Public

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Last Edit Date: 2/18/2025 7:19:41 PM

Schema Last Edit Date: 2/18/2025 7:19:41 PM

Data Last Edit Date: 2/9/2025 2:07:31 AM