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directly computed PCI derived from LCMS data prior to grouping or adjustments.NotesPCI values follow ASTM D6433 methodology.Use LimitationsRecommended rehabilitation activities and project groupings are planning-level outputs and should be validated through field review before final design or budgeting.Pavement Condition Index (PCI) values represent surface condition at the time of survey and may not reflect subsequent maintenance or deterioration.", "geometryType": "esriGeometryPolyline", "sourceSpatialReference": { "wkid": 2893, "latestWkid": 2893, "xyTolerance": 0.003280833333333333, "zTolerance": 0.001, "mTolerance": 0.001, "falseX": -120561100, "falseY": -95444400, "xyUnits": 3048.0060960121928, "falseZ": 0, "zUnits": 1, "falseM": 0, "mUnits": 1 }, "copyrightText": "Data collection and processing were performed by ICC-IMS using LCMS-2 (Laser Crack Measurement System v2) technology.", "parentLayer": null, "subLayers": [], "minScale": 0, "maxScale": 0, "referenceScale": 0.0, 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