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PIN & HANGER GIRDER WEB EXPANSION-JOINT GAPS MEASUREMENTS
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Bridge No.: ExampleWebs Gaps Measured Adjacent to Center of Pins in Inches. Spans Numbered West to East.
Deformation in Hanger should be measured (and Marked) at point of greatest measurements
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Date: 10/17/2016
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Inspector: Example
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Girder Numbering: NORTH TO SOUTH1234
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Temp: 70 Hinge 1 (Span 2)10/17/16 W Top 701.441.51.561.81
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10/17/16 W Bot 701.441.561.631.75
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Temp: 70 Hinge 2 (Span 2)10/17/16 E Top 702.131.631.751.75
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10/17/16 E Bot 702.251.631.751.75
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N Deformation
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S Deformation
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Bridge No.: Webs Gaps Measured Adjacent to Center of Pins in Inches. Spans Numbered West to East.
Deformation in Hanger should be measured (and Marked) at point of greatest measurements
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Date:
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Inspector:
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Girder Numbering: 1234
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Temp:
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Temp:
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N Deformation
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S Deformation
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Bridge No.:Webs Gaps Measured Adjacent to Center of Pins in Inches. Spans Numbered West to East.
Deformation in Hanger should be measured (and Marked) at point of greatest measurements
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Date:
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Inspector:
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Girder Numbering: 1234
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Temp:
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N Side Deformation
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S Side Deformation
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Temp:
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N Side Deformation
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S Side Deformation
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Bridge No.:Webs Gaps Measured Adjacent to Center of Pins in Inches. Spans Numbered West to East.
Deformation in Hanger should be measured (and Marked) at point of greatest measurements
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Date:
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Inspector:
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Girder Numbering:
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Temp:
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N Side Deformation
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S Side Deformation
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Temp:
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N Side Deformation
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S Side Deformation
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