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Department of Transportation - Division of Maintenance <br />Structure Maintenance & Investigations <br />INSPECTION COMMENTARY <br />SCOPE AND ACCESS <br />All elements were accessible by foot on and around the structure. There was 6 inches of murky water in the creek below Span 2 during <br />this investigation. All elements were dry and were fully inspected. A complete routine inspection was performed. <br />DECK AND ROADWAY <br />There are transverse cracks up to 0.25 inches wide spaced 12 inches on center present through -out the AC approaches. See Photos 1 <br />and 2. <br />STEEL INVESTIGATION DETAILS - NOT APPLICABLE FOR THIS BRIDGE. <br />UNDERWATER INVESTIGATION DETAILS - NOT APPLICABLE FOR THIS BRIDGE. <br />DECK CROSS SECTION <br />1.75 feet br, 29.08 feet, 1.75 feet br <br />DECK GEOMETRY <br />(49) LENGTH <br />22.0 M <br />(51) NET WIDTH <br />8.8 M <br />(52) TOTAL WIDTH <br />9.9 M <br />(50) CURB OR SIDEWALK <br />LEFT 0.0 M RIGHT 0.0 M <br />(32) APPROACH RDWY WIDTH <br />8.8 M <br />(33) BRIDGE MEDIAN <br />0 NO MEDIAN <br />DECK STRUCTURE INFORMATION <br />(107) DECK STRUCTURE TYPE <br />1-CIP CONCRETE <br />(108) WEARING SURFACE / PROTECTIVE SYSTEM <br />A) TYPE OF WEARING SURFACE <br />6-BITUMINOUS <br />B) TYPE OF MEMBRANE <br />0-NONE <br />C) TYPE OF DECK PROTECTION <br />0-NONE <br />OVERLAY THICKNESS (inches) <br />1 inches <br />(29) AVERAGE DAILY TRAFFIC <br />350 <br />(30) YEAR OF ADT 2010 <br />(109) TRUCK ADT % 5 % <br />(19) BYPASS, DETOUR LENGTH <br />13 KM <br />(114) FUTURE ADT <br />326 <br />(115) YEAR OF FUTURE ADT <br />2041 <br />(37) HISTORICAL SIGNIFICANCE <br />5: NOT ELIGIBLE FOR NRHP <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Elem Defect/ Element Description <br />No. Prot Defect <br />DECK ROADWAY/OPERATIONAL INFORMATION <br />(42a) TYPE OF SERVICE 1-HIGHWAY <br />(12) BASE HIGHWAY NETWORK 0-NOT ON NET <br />(13) LRS INVENTORY RTE & SUBRTE <br />(104) NATIONAL HIGHWAY SYSTEM 0-NOT ON NHS <br />(26) FUNCTIONAL CLASS 08-MINOR COLLECTOR RURAL <br />(100) DEFENSE HIGHWAY 0-NOT STRAHNET <br />(101) PARALLEL STRUCTURE N-NONE EXISTS <br />(102) DIRECTION OF TRAFFIC 2-2 WAY <br />(10) INVENTORY ROUTE MIN VERT CLEAR 99.99 M <br />(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 8.8 M <br />(68) DECK GEOMETRY 6 EQUAL MIN CRITERIA <br />(72) APPR ROADWAY ALIGN 8 EQUAL DESIRABLE CRIT <br />(105) FEDERAL LANDS HWY 0-NOT APPLICABLE <br />(110) DESIGNATED NATIONAL NETWORK 0-NOT ON NET <br />(20) TOLL 3-ON FREE ROAD <br />(28a) LANES 2 <br />SPEED 55 <br />(103) TEMPORARY STRUCTURE N/A <br />(58) DECK RATING = 7 <br />Env Total Units Qty in each Condition State <br />Qty CS 1 CS 2 CS 3 CS 4 <br />38 Slab -RC <br />2 <br />218 sq.m <br />208 <br />10 <br />0 0 <br />1130 Cracking (RC and Other) <br />2 <br />10 <br />0 <br />10 <br />0 0 <br />510 Deck Wearing Surface -Asphalt <br />2 <br />161 sq.m <br />145 <br />16 <br />0 0 <br />3220 Cracking -AC (WS) <br />2 <br />16 <br />0 <br />16 <br />0 0 <br />(38) Slab -RC <br />There is AC overlay present throughout the RC slab surface except for sections 12 inches wide at the edges of the RC slab. <br />(38-1130) Cracking (RC and Other) <br />There are longitudinal hairline to 0.02 inch wide soffit cracks in along the centerline of the bridge. <br />Printed on: Friday 06/06/2025 11:58 AM Page 3 of 6 29C0117/AAAO/150638 <br />