Laserfiche WebLink
Printed on:Tuesday 05/27/2025 03:56 PM 29C0338/AAAK/152225Pageof7 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Sinuous creek with heavily vegetated slopes (grass and trees). The bed is comprised of silt and clay. <br />TYPE OF SERVICE UNDER <br />N NOT APPLICABLE (NBI)UNDERCLEARANCES V - H <br />8 EQUAL DESIRABLEWATER 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 />5 STABLE W/IN FOOTING OR PILESCOUR <br />N/ASCOUR POA DATE <br />CHANNEL PROTECTION 8 PROTECTED <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 />205 <br />215 <br />Column-RC <br />Delamination/Spall/Patched Area <br />Abutment-RC <br />2 <br />2 <br />2 <br />16 <br />1 <br />48 <br />each <br />each <br />m <br /> 15 <br /> 0 <br /> 48 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br /> 0 <br /> 0 <br />1080 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 5 <br />SUBSTRUCTURE RATING =(60)7 <br />(205-1080) Delamination/Spall/Patched Area <br />(215) Abutment-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 is a 6 inch diameter x 1 inch deep spall in Column 3 at Bent 2 in the Span 1 side (see photo 6). <br />There is soot from homeless activities on the face of the abutments. <br />333 Railing-Other <br />Cracking <br />2 <br />2 <br />41 <br />16 <br />m <br />each <br /> 25 <br /> 0 <br /> 16 <br /> 16 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1010 <br />JOINT - APPROACH - RAIL <br />(333-1010) Cracking <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 a few 0.03 inch wide vertical cracks in the bridge railings. <br />Photo 1 <br />Abutment 4 AC approach cracking <br />JOINT/APPROACH/RAIL PHOTOGRAPHS