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Printed on:Thursday 02/27/2025 11:49 AM 29C0368/AAAP/148026Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />111 Girder/Beam-Timber <br />Check/Shake (Timber) <br />Split/Delamination (Timber) <br />2 <br />2 <br />2 <br />152 <br />4 <br />2 <br />m <br />each <br />each <br /> 146 <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br /> 2 <br /> 0 <br /> 2 <br /> 0 <br /> 0 <br /> 0 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />1150 <br />1170 <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) (6) <br />(111) Girder/Beam-Timber <br />(111-1150) Check/Shake (Timber) <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 Wearing Surface-Asphalt <br />Delam./Pothole-AC (WS) <br />Cracking-AC (WS) <br />2 <br />2 <br />2 <br />57 <br />1 <br />40 <br />sq.m <br />each <br />each <br /> 16 <br /> 0 <br /> 0 <br /> 25 <br /> 1 <br /> 24 <br /> 16 <br /> 0 <br /> 16 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />510 <br />Defect <br />3210 <br />3220 <br />(30) Steel Deck-Orthotropic <br />(30-510-3210) Delam./Pothole-AC (WS) <br />(30-510-3220) Cracking-AC (WS) <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 black residue on the soffit of the corrugated steel deck. The residue does not appear to be a protective coating as noted in <br />previous reports. <br />There is a patch up to 24 inches in diameter in the AC overlay in Span 1 on the right side. (See Photo 2). The patch is sound. <br />There are transverse cracks up to 1.0 inch wide and spaced as close as 24 inches on center in the AC overlay. It is estimated that <br />this condition accounts for approximately 70% of the deck area. (See Photos 2 and 3 dated 11/10/2022). This condition has been <br />previously reported and no significant changes were noted. <br />In Span 1, Girders 8, 11, and 14 are supplemented. Girders 15 and 16 have been replaced. See Photo 4 dated 11/03/2016. <br />In Span 2, Girders 7, 10, and 14 are supplemented. <br />Girders 9, 10 and 13 in both spans were drilled during this investigation. <br />The following checks were observed: <br />Span 1: <br />*Girder 1, there is a check up to 0.125 inches wide x 0.25 inches deep x intermittent full length of the span on the exterior face. (See <br />Photo 6 dated 11/10/2022). There is a similar condition in Span 2. <br />Span 2: <br />*Girders 8 and 9, there is a check up to 0.25 inches wide x 1.75 inches deep x intermittent full length of span. See Photo 2 dated <br />11/04/2020. <br />*Girder 16, there are multiple checks up to 0.25 inches wide x 0.5 inches deep x intermittent full length of span on the exterior face. <br />See Photo 7 dated 11/10/2022. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 19 m 19 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 55Roadway 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 />There were no significant defects noted.