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IKE Office API – JSON Structure Data – Photo File Store

Power Line Reporting 13.Custom XML Processing Wire Sagging Structure Adjustments Load Case Assignment IKE Use Case for PLS-CADD Users Distribution Ĩ. ‘Point and Shoot’ Horizontal Accuracy IKE+ vs Professional Survey: Structure 2 – Directly under power line, in Gas Station, large metal overhang – – – – – –īase Difference: 3 in Target Distance: 50 ft Average Horizontal Difference: Average Vertical Difference: Horizontal Accuracy = 10 ft / 50 ft Vertical Accuracy = 9 in / 50 ftġ0 ft 9 in 20% of Target Distance 1.5% of Target Distance ‘Point and Shoot’ Horizontal Accuracy IKE+ vs Professional Survey: Structure 1 – No overhead power line, clear open position – – – –īase Difference: 2 in Target Distance: 80 ft Average Horizontal & Vertical Difference: 4 in Horizontal & Vertical Accuracy = 4 in / 80 ft ~ 0.5% of Target Distance ‘Point and Shoot’ Vertical Accuracy Sag Tension Comparison Sag Fit ‘Point and Shoot’ Vertical Accuracy Span Length Target Distance Sample Size Average Distance to Wire Max Distance to Wire Standard Deviation Accuracy = 1.38 in / 30 ftĢ70 ft 30 ft 85 Points 1.38 in 3.96 in 0.95 in 0.5% Target Distance ‘Point and Shoot’ Survey Points – Vertical Accuracy: – Horizontal Accuracy:Ġ.5% Target Distance 0.5-20% Target Distance.GPS – Horizontal Accuracy: 1-4 m – Vertical Accuracy: 3-12 m

GPS - Structure Base, Survey Points – Horizontal Accuracy: 2-4 cm – Vertical Accuracy: 10 cm Spans, Anchors, Poles, Wire Sag – 1% of Target Distance How Accurate Is It? Attachment Heights – 1 in on a 40 ft Pole PLS-CADD & PLS-POLE Integration with ikeGPS by 2019 PLS‐CADD Advanced Training and User Group