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Department of Transportation - Division of Maintenance <br />Structure Maintenance & Investigations <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />(58) DECK RATING = (5) <br />Elem Defect/ Element Description <br />Env <br />Total Units <br />Qty in each Condition State <br />No. Prot Defect <br />Qty <br />CS 1 <br />CS 2 CS 3 CS 4 <br />12 Deck -RC <br />2 <br />235 sq.m <br />176 <br />59 0 0 <br />1130 Cracking (RC and Other) <br />2 <br />59 <br />0 <br />59 0 0 <br />510 Deck Wearing Surface -Asphalt <br />2 <br />202 sq.m <br />61 <br />0 0 141 <br />3230 Effectiveness (WS) <br />2 <br />141 <br />0 <br />0 0 141 <br />(12) Deck -RC <br />This element is to quantify the deck in the main Span 1. <br />(12-1130) Cracking (RC and Other) <br />There are transverse cracks up to 0.02 inches wide spaced as close as 6 inches on center throughout the areas of the deck where <br />the AC has worn off in Span 1. (See Photo 1). This condition has been previously reported and no significant changes were noted. <br />(12-510) Deck Wearing Surface -Asphalt <br />This element is to quantify the deck wearing surface in the main Span 1. <br />(12-510-3230) Effectiveness (WS) <br />There is a thin AC overlay on the deck but it is over 60% worn off. (See Photo 1 dated 11/04/2020). This condition has been <br />previously reported and no significant changes were noted. <br />38 Slab -RC 2 105 sq.m 50 55 0 0 <br />1130 Cracking (RC and Other) 2 55 0 55 0 0 <br />510 Deck Wearing Surface -Asphalt 2 90 sq.m 60 0 0 30 <br />3230 Effectiveness (WS) 2 30 0 0 0 30 <br />(38) Slab -RC <br />This element is to quantify the deck in Spans 2 to 4. <br />(38-1130) Cracking (RC and Other) <br />There are transverse deck cracks up to 0.05 inches wide cracks spaced as close as 8 inches on center throughout the slab where <br />the AC has worn off. The most severe area is near Abutment 5. See Photo 5 dated 11/09/2022. <br />There is a longitudinal soffit crack up to 0.01 inches wide along the centerline of Span 2. Moisture is visible without efflorescence. <br />See Photo 6 dated 11/09/2022. <br />There is a diagonal soffit crack up to 0.01 inches wide in Span 2 approximately 8 feet from the left side. See Photo 7 dated <br />11/09/2022. <br />These conditions have been previously reported and no significant changes were noted. <br />(38-510) Deck Wearing Surface -Asphalt <br />This element is to quantify the deck wearing surface in Spans 2 to 4. <br />(38-510-3230) Effectiveness (WS) <br />There is a thin AC overlay on the slab that is up to 30% worn off in the northbound lane. (See Photo 8 dated 11/09/2022). This <br />condition has been previously reported and no significant changes were noted. <br />RAIL INFORMATION <br />(36a) Rail Code 0 (36b) Transition 0 (36c) Appr Guardrail 0 (36d) Appr Guardrail End 0 Roadway Speed 35 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 />301 Joint -Pourable Seal 2 9 m 9 0 0 0 <br />(301) Joint -Pourable Seal <br />This quantity is to include the pourable seal on the Span 2 side of Pier 2. <br />There were no significant defects noted. <br />304 Joint -Open Expansion 2 17 m 17 0 <br />(304) Joint -Open Expansion <br />Printed on: Tuesday 06/10/2025 03:14 PM Page 5 of 9 <br />0 0 <br />29C0038/AAAZ/152573 <br />