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Printed on:Monday 07/31/2023 03:43 PM 29C0144/AAAM/104030Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Natural earth <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />7 ABOVE MINIMUMWATER ADEQUACY <br /> MVERT-LIFT BRIDGE NAV MIN VERTICAL CLEAR <br />NAVIGATION CONTROL <br />0.0 MNAVIGATION HORIZONTAL CLEARANCE <br />0.0 MNAVIGATION VERTICAL CLEARANCE <br />PIER PROTECTION <br />0: NO CONTROL5-WATERWAY <br />8 STABLE ABOVE FOOTINGSCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 7 MINOR DAMAGE <br />N/A <br />(42b) <br />(69) <br />(71) <br />(61) <br />(113) <br />(38) <br />(111) <br />(39) <br />(116) <br />(40) <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE <br />241 Culvert-RC <br />Efflorescence/Rust Staining <br />Abrasion (PS Conc./RC) <br />2 <br />2 <br />2 <br />130 <br />44 <br />23 <br />m <br />each <br />each <br /> 66 <br /> 0 <br /> 3 <br /> 63 <br /> 43 <br /> 20 <br /> 1 <br /> 1 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1120 <br />1190 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) N <br />(62) CULVERT RATING = 6 <br />(241-1120) Efflorescence/Rust Staining <br />(241-1190) Abrasion (PS Conc./RC) <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 />There are longitudinal hairline cracks with light efflorescence in the soffit spaced as close as 5 feet on center in all cells. These <br />cracks are more predominant near the middle of each cell and account for approximately 33% of the structure length. See Photo 2. <br />There is a longitudinal crack with heavy build-up and rust staining approximately 40 feet from the right in Cell 1. (See Photo 4 dated <br />06/04/2021). This condition has been previously reported and no significant changes were noted. <br />There is mild abrasion that exposes the aggregate at the downstream (left) sides of the abutments and pier wall faces. There is no <br />missing or loose aggreagate. This condition accounts for approximately 20% of the total quantitiy. See Photo 3. <br />330 Railing-Metal 2 46 m 46 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <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 />There were no significant defects noted. <br />CULVERT PHOTOGRAPHS