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Department of Transportation - Division of Maintenance <br />Structure Maintenance & Investigations <br />INSPECTION COMMENTARY <br />SCOPE AND ACCESS <br />The creek was flowing with 3 feet of water in Span 2. Bents 2 and 3 were at the edge of the water and were probed from shore. The <br />remaining substructure elements and soffit were inspected from the embankment on both sides of the structure. A complete routine <br />inspection was performed. <br />DECK AND ROADWAY <br />The Abutment 1 AC approach has an up to 12 inch diameter x 2 inch deep pothole near the centerline of the roadway. <br />There are transverse and longitudinal cracks up to 0.2 inches randomly spaced in the AC at both abutments. <br />See Photos 1 and 2. <br />WATERWAY <br />A channel cross section was taken during this inspection and is included in this report. A comparison was made with the previous cross <br />section taken on 03/18/2013. The channel has degraded approximately 1 foot at Piers 2 and 3. <br />STEEL INVESTIGATION DETAILS - NOT APPLICABLE FOR THIS BRIDGE. <br />UNDERWATER INVESTIGATION DETAILS - NOT APPLICABLE FOR THIS BRIDGE. <br />DECK CROSS SECTION <br />0.33 ft br, 31.83 ft, 0.33 ft br <br />DECK GEOMETRY <br />(49) LENGTH <br />(51) NET WIDTH <br />(52) TOTAL WIDTH <br />(50) CURB OR SIDEWALK LEFT 0.0 M <br />(32) APPROACH RDWY WIDTH <br />(33) BRIDGE MEDIAN <br />DECK STRUCTURE INFORMATION <br />(107) DECK STRUCTURE TYPE <br />(108) WEARING SURFACE / PROTECTIVE SYSTEM <br />26.2 M <br />9.7 M <br />9.9 M <br />RIGHT 0.0 M <br />9.7 M <br />0 NO MEDIAN <br />1-CIP CONCRETE <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 />.5 Inches <br />(29) AVERAGE DAILY TRAFFIC <br />132 <br />(30) YEAR OF ADT 2010 <br />(109) TRUCK ADT % 5 % <br />(19) BYPASS, DETOUR LENGTH <br />13 KM <br />(114) FUTURE ADT <br />168 <br />(115) YEAR OF FUTURE ADT <br />2043 <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 />38 Slab -RC <br />Printed on: Friday 06/06/2025 09:57 AM Page <br />DECK ROADWAY/OPERATIONAL INFORMATION <br />(42a) TYPE OF SERVICE <br />1-HIGHWAY <br />(12) BASE HIGHWAY NETWORK <br />0-NOT ON NET <br />(13) LRS INVENTORY RTE & SUBRTE <br />(104) NATIONAL HIGHWAY SYSTEM <br />0-NOT ON NHS <br />(26) FUNCTIONAL CLASS <br />09-LOCAL RURAL <br />(100) DEFENSE HIGHWAY <br />0-NOT STRAHNET <br />(101) PARALLEL STRUCTURE <br />N-NONE EXISTS <br />(102) DIRECTION OF TRAFFIC <br />2-2 WAY <br />(10) INVENTORY ROUTE MIN VERT CLEAR <br />99.99 M <br />(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 9.7 M <br />(68) DECK GEOMETRY 6 EQUAL MIN CRITERIA <br />(72) APPR ROADWAY ALIGN 8 EQUAL DESIRABLE CRIT <br />(105) FEDERAL LANDS HWY <br />0-NOT APPLICABLE <br />(110) DESIGNATED NATIONAL NETWORK 0-NOT ON NET <br />(20) TOLL <br />3-ON FREE ROAD <br />(28a) LANES <br />2 <br />SPEED <br />55 <br />(103) TEMPORARY STRUCTURE <br />N/A <br />(58) DECK RATING = 6 <br />Env Total Units Qty in each Condition State <br />Qty CS 1 CS 2 CS 3 CS 4 <br />2 259 sq.m 239 6 14 0 <br />3 of 8 29C0112/AAAO/151406 <br />