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Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />DECK ELEMENT INSPECTION RATINGS AND NOTES (58) DECK RATING = 7 - <br />Elem Defect/ Element Description Env Total Units Qty in each Condition State <br />No. Prot Defect Qty CS 1 CS 2 CS 3 CS 4 <br />(38-510-3220) Cracking -AC (WS) <br />There are transverse cracks up to 0.125 inches wide spaced 6 to 18 inches on center present in the AC overlay over the piers. See <br />Photo 3. <br />DECK PHOTOGRAPHS <br />Photo 3 <br />Transverse cracks in AC over Bent 2, typical of all bents <br />RAIL INFORMATION <br />(36a) Rail Code 1 (36b) Transition 0 (36c) Appr Guardrail 0 (36d) Appr Guardrail End 0 Roadway Speed 55 MPH <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />Elem Defect/ Element Description Env Total Units Qty in each Condition State <br />No. Prot Defect Qty CS 1 CS 2 CS 3 CS 4 <br />331 Railing -RC 2 44 m 35 9 0 0 <br />1130 Cracking (RC and Other) 2 9 0 9 0 0 <br />(331-1130) Cracking (RC and Other) <br />There are vertical cracks up to 0.03 inches spaced 2 to 6 feet on center present on the concrete rails throughout the bridge. <br />The cracks affect approximately 20% of the total rail length. <br />JOINT/APPROACH/RAIL PHOTOGRAPHS <br />Photo 1 <br />Abutment 1 AC approach cracking <br />Photo 2 <br />Abutment 4 approach cracking <br />Printed on: Friday 06/06/2025 11:58 AM Page 4 of 6 <br />29C0117/AAAO/150638 <br />