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Printed on:Tuesday 09/19/2023 02:48 PM 29C0351/AAAN/105995Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />5 <br />DESCRIPTION UNDER STRUCTURE <br />CHANNEL DESCRIPTION <br />Meandering creek situated in a wide floodplain with moderately vegetated slopes (tules, grass and weeds). The bed is comprised of <br />silt. <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 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 />205 Column-RC 2 6 each 6 0 0 <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br /> 0 <br />SUPERSTRUCTURE <br />SUBSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />SUBSTRUCTURE RATING =(60)7 <br />(205) Column-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 State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(38) Slab-RC <br />(38-510) Deck Wearing Surface-Asphalt <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 />No significant defects were observed. <br />An additional 0.5 inch layer of AC overlay was placed on the deck, with the exception of sections 1 foot in width at the edges of the <br />deck. <br />No significant defects were observed. <br />There is up to 2 vertical feet of minor abrasion along the bottom of all columns. This does not constitute a defect at this time. Refer to <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />35 <br />1 <br />1 <br />m <br />each <br />each <br /> 34 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1900 <br />7000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <br />(330-1900) Distortion <br />(330-7000) Damage <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 were galvanized. <br />Paint was present throughout the interior faces of the rails to mitigate painted graffiti. The paint did not warrant Element <br />515, Steel Coating - Paint. <br />A minor distortion was present on the bridge rail on the left side of the bridge. The top edge of the metal beam was <br />deflected downward approximately 1 inch over a section approximately 8 inches in length between Posts 5 and 6. Based <br />on a comparison to the 03/25/2019 Photo 18, this condition has remained unchanged. <br />Defect 7000 has been included to account for the conditions noted under Defect 1900.