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29C0112_AAAO_2025-MAR
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29C0112_AAAO_2025-MAR
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Last modified
7/2/2025 3:16:54 PM
Creation date
7/2/2025 3:12:55 PM
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Template:
Supporting Docs - Bridge
Bridge #
29C-112
Type - Bridge Supporting Doc
Inspection
Name
Littlejohns Creek - Stanley Road
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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 = 6 <br />Elem Defect/ Element Description <br />Env <br />Total <br />Units <br />Qty in each Condition State <br />No. Prot Defect <br />Qty <br />CS 1 <br />CS 2 CS 3 CS 4 <br />1130 Cracking (RC and Other) <br />2 <br />20 <br />0 <br />6 14 0 <br />510 Deck Wearing Surface -Asphalt <br />2 <br />191 <br />sq.m 106 <br />85 0 0 <br />3220 Cracking -AC (WS) <br />2 <br />20 <br />0 <br />20 0 0 <br />3230 Effectiveness (WS) <br />2 <br />65 <br />0 <br />65 0 0 <br />(38) Slab -RC <br />There is AC overlay present throughout the RC slab surface except for sections 24 inches wide at the edges of the RC slab. <br />(38-1130) Cracking (RC and Other) <br />There are full -width transverse cracks up to 0.08 inches wide with edge spalling randomly spaced throughout the RC slab that are <br />visible through reflective cracking and the bare areas of the AC overlay. See Photos 3 through 6. <br />(38-510-3220) Cracking -AC (WS) <br />There are transverse cracks up to 0.125 inches wide in the AC overlay throughout the deck. <br />(38-510-3230) Effectiveness (WS) <br />The deck wearing surface is no longer providing effective protection to approximately 25% of the deck. The AC is worn at both <br />abutments and there is a full length by up to 6 inch section that is worn along the left wheel line in the southbound lane. See Photo 7. <br />Printed on: Friday 06/06/2025 09:57 AM Page 4 of 8 29C0112/AAAO/151406 <br />
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