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Printed on:Friday 08/13/2021 01:37 PM 29C0210/AAAM/70600Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition State <br />38 Slab-RC <br />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />Cracking-AC (WS) <br />2 <br />2 <br />2 <br />2 <br />2 <br />392 <br />5 <br />5 <br />303 <br />152 <br />sq.m <br />each <br />each <br />sq.m <br />each <br /> 382 <br /> 0 <br /> 0 <br /> 151 <br /> 0 <br /> 10 <br /> 5 <br /> 5 <br /> 152 <br /> 152 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1120 <br />1130 <br />510 <br />Defect <br />3220 <br />(38) Slab-RC <br />(38-1120) Efflorescence/Rust Staining <br />(38-1130) Cracking (RC and Other) <br />(38-510-3220) Cracking-AC (WS) <br />There is water staining on the soffit along the construction joint of both the left and right widening. No defect is warranted at <br />this time. <br />The soffit of the RC slab in Spans 1 and 3 exhibited fire soot staining due to fires created by illegal campers. The staining <br />was more severe in Span 3. No distress due to the fires was evident. <br />There are areas of minor efflorescence present on the soffit of the original RC slab at Abutment 4 at the corners of the <br />original RC slab. Based on a comparison to the 03/25/2019 Photos 11 and 12, this condition has remained unchanged. <br />There are 0.02 inch wide longitudinal soffit cracks, spaced up to 18 inches on center in the original RC slab in Span 1. <br />There are 0.25 inch wide transverse and longitudinal cracks, spaced as close as 1 to 6 feet on center throughout the AC <br />overlay on the deck of the RC slab. Based on a comparison to the 03/25/2019 Photos 13 and 14, this condition has <br />remained unchanged. <br />There are 0.25 inch wide longitudinal cracks in the AC overlay on the deck above the interfaces between the original <br />structure and the left and right widenings. <br />There are up to 0.5 inch wide transverse cracks in the AC overly on the deck above the abutments. <br />These combined defects encompassed approximately 50% of the total AC overlay quantity. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0010 <br />330 Railing-Metal 2 41 m 41 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 35Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />The bridge rails are galvanized. <br />There is paint present throughout the metal bridge rails that appeared to have been placed to cover graffiti. <br />No significant defects were observed. <br />Type 116 <br />Rail Type <br />Right/Left <br />Location <br />216 <br />Length (ft) <br />With RC sidewalk (5 feet 2 inches) <br />Rail Modifications