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Printed on:Tuesday 05/28/2024 04:15 PM 29C0268/AAAR/128916Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />CHANNEL DESCRIPTION <br />Trapezoidal channel with a mixture of clay and sand on the bottom, vegetated sides. Abutment embankments protected by gabion <br />wingwalls. <br />Photo 4 <br />Typical checks in towards the bottom of all Bent 2 columns <br />Photo 5 <br />Check in the bottom right pier cap at Abutment 3 <br />SUBSTRUCTURE PHOTOGRAPHS <br />206 <br />216 <br />235 <br />256 <br />Column-Timber <br />Check/Shake (Timber) <br />Abutment-Timber <br />Pier Cap-Timber <br />Check/Shake (Timber) <br />Slope Protection <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />17 <br />5 <br />18 <br />27 <br />1 <br />2 <br />each <br />each <br />m <br />m <br />each <br />ea. <br /> 12 <br /> 0 <br /> 18 <br /> 26 <br /> 0 <br /> 2 <br /> 5 <br /> 5 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <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 /> 0 <br /> 0 <br /> 0 <br />1150 <br />1150 <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)7 <br />(206-1150) Check/Shake (Timber) <br />(216) Abutment-Timber <br />(235-1150) Check/Shake (Timber) <br />(256) Slope Protection <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 0.1 inch wide checks at the bottom of the Bent 2 columns. Refer to Photo 4. <br />There were no significant defects noted. <br />There is a 0.25 inch wide check in the bottom of the right pier cap at Abutment 3. This pier cap has another pier cap supporting it so <br />the full length of the check is not visble. Refer to Photo 5. <br />There are gabion rock protection at both abutments.