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Printed on:Monday 10/14/2024 12:40 PM 29C0221/AAAN/136929Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />Photo 3 <br />Typical longitudinal soffit cracks. Looking at Abutment 3 <br />Photo 4 <br />Typical transverse cracks on the bare shoulders and reflective <br />in AC overlay <br />Photo 5 <br />Spall in the right edge of deck at midspan of Span 2 <br /> DECK PHOTOGRAPHS <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 />(38-1080) Delamination/Spall/Patched Area <br />(38-510-3220) Cracking-AC (WS) <br />There are several transverse cracks up to 0.01 inches wide in the unpaved shoulders. A defect is not warranted at this time. <br />There are several full-width transverse cracks up to 0.01 inches wide near the ends of the bridge. These cracks are visible in the <br />bare shoulders on both sides and are reflective in the AC overlay. (See Photo 4). A defect is not warranted at this time. <br />These conditions have been previously reported and no significant changes were noted. <br />There is a spall up to 4 inches in diameter x 1 inch deep, without exposed rebar, on the right edge of deck near the middle of Span 2. <br />(See Photo 5). This condition has been previously reported and no significant changes were noted. <br />There are longitudinal and transverse cracks up to 0.25 inches wide spaced as close as 6 inches on center. The most consolidated <br />cracks are near the abutments. (See Photos 2 and 3 dated 06/08/2022). This condition has been previously reported and no <br />significant changes were noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL