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Printed on:Wednesday 04/30/2025 02:29 PM 29C0199/AAAM/151727Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <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 />Delamination/Spall/Patched Area <br />Cracking (RC and Other) <br />Abrasion (PS Conc./RC) <br />Deck Wearing Surface-Asphalt <br />Effectiveness (WS) <br />2 <br />2 <br />2 <br />2 <br />2 <br />1 <br />35 <br />55 <br />78 <br />39 <br />each <br />each <br />each <br />sq.m <br />each <br /> 0 <br /> 0 <br /> 0 <br /> 39 <br /> 0 <br /> 1 <br /> 17 <br /> 50 <br /> 0 <br /> 0 <br /> 0 <br /> 18 <br /> 5 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 39 <br /> 39 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1080 <br />1130 <br />1190 <br />510 <br />Defect <br />3230 <br />(16-1080) Delamination/Spall/Patched Area <br />(16-1130) Cracking (RC and Other) <br />(16-1190) Abrasion (PS Conc./RC) <br />(16-510-3230) Effectiveness (WS) <br />There is a patch up to 2 feet long x 6 inches wide in the left edge of deck near Abutment 4. This condition appears to have been <br />repaired when the new section of rail was placed. The patch was tested and is sound. (See Photos 4 and 5 dated 02/07/2023). This <br />condition has been previously reported and no significant changes were noted. <br />There are transverse cracks up to 0.01 inches wide x full bay width in the soffit of Bay 1 in Spans 2 and 3. (See Photo 4 dated <br />02/18/2021). This condition has been previously reported and no significant changes were noted. <br />There are transverse cracks up to 0.07 inches wide spaced 3 feet on center, visible through the deck wearing surface. (See Photo 6 <br />dated 02/07/2023). A work recommendation is submitted to remove the deck wearing asphalt surface and has been upgraded to <br />place polyester concrete overlay. This condition has been previously reported and no significant changes were noted. <br />The deck is abraded and large coarse aggregate is exposed on the visible southbound lane and on the visible northbound lane near <br />Abutment 1. (See Photo 6 dated 02/07/2023). This condition has been previously reported and no significant changes were noted. <br />Approximately 50% of the AC deck wearing surface has worn off from the concrete deck on the southbound lane through-out and <br />northbound lane in Span 1. (See Photo 7 dated 02/07/2023). This condition has been previously reported and no significant changes <br />were noted. <br />(58) (4)DECK RATING = <br />(36a) Rail Code 0000 <br />331 Railing-RC <br />Delamination/Spall/Patched Area <br />2 <br />2 <br />39 <br />1 <br />m <br />each <br /> 38 <br /> 0 <br /> 0 <br /> 0 <br /> 1 <br /> 1 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1080 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(331) Railing-RC <br />(331-1080) Delamination/Spall/Patched Area <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 is a 25 foot section of new rail on the left side in Span 3. (See Photos 4 to 6 dated 02/07/2023). This condition has been <br />previously reported and no significant changes were noted. <br />There were no significant defects noted. <br />There is a partially patched spall up to 3 feet long x 12 inches tall x 2 inches deep in the left rail at Bent 2. (See Photo 8 <br />dated 02/07/2023). This condition has been previously reported and no significant changes were noted.