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Printed on:Wednesday 05/07/2025 08:05 AM 29C0022/AABH/152630Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />19 <br />TYPE OF MEMBRANE <br />TYPE OF DECK PROTECTION <br />DECK STRUCTURE TYPE <br />TYPE OF WEARING SURFACE <br />WEARING SURFACE / PROTECTIVE SYSTEM <br />4513AVERAGE DAILY TRAFFIC <br />2017 YEAR OF ADT <br />53 KMBYPASS, DETOUR LENGTH <br />10 %(109) TRUCK ADT % <br />8970FUTURE ADT <br />2045YEAR OF FUTURE ADT <br />HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP <br />0-NONE <br />0-NONE <br />0-NONE <br />1-CIP CONCRETE <br />DECK STRUCTURE INFORMATION <br />9.4 M <br />8.5 M <br />DECK AND ROADWAY <br />LANES 2 <br />40 <br />0-NOT ON NHS <br />PARALLEL STRUCTURE <br />TEMPORARY STRUCTURE <br />DEFENSE HIGHWAY <br />FUNCTIONAL CLASS <br />SPEED <br />NATIONAL HIGHWAY SYSTEM <br />TOLL <br />DIRECTION OF TRAFFIC <br />DESIGNATED NATIONAL NETWORK <br />TYPE OF SERVICE <br />FEDERAL LANDS HWY <br />6 EQUAL MIN CRITERIAAPPR ROADWAY ALIGN <br />4 TOLERABLEDECK GEOMETRY <br />8.5 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.3 M RIGHT 0.3 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />8.5 MINVENTORY ROUTE TOTAL HORIZ CLEAR <br />99.99 MINVENTORY ROUTE MIN VERT CLEAR <br />3-ON FREE ROAD <br />07-MAJOR COLLECTOR RURAL <br />0-NOT STRAHNET <br />N-NONE EXISTS <br />2-2 WAY <br />0-NOT APPLICABLE <br />0-NOT ON NET <br />0 NO MEDIAN <br />1-HIGHWAY <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />South Approach: 1.0 ft cu, 28.0 ft, 1.0 ft cu <br />Main Span: 1.0 ft cu, 28.0 ft, 2.5 ft cu <br />North Approach: 1.0 ft cu, 28.0 ft, 2.5 ft cu <br />DECK CROSS SECTION <br />LRS INVENTORY RTE & SUBRTE <br />BASE HIGHWAY NETWORK 0-NOT ON NET <br />0 inchesOVERLAY THICKNESS (inches) <br />N/A <br />(51) <br />(52) <br />(50) <br />(32) <br />(33) <br />(107) <br />(108) <br />A) <br />B) <br />C) <br />(29) <br />(30) <br />(19) <br />(114) <br />(115) <br />(37) <br />(42a) <br />(12) <br />(13) <br />(104) <br />(26) <br />(100) <br />(101) <br />(102) <br />(10) <br />(47) <br />(68) <br />(72) <br />(105) <br />(110) <br />(20) <br />(28a) <br />(103) <br />143.6 MLENGTH (49) <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition State <br />12 <br />38 <br />Deck-RC <br />Delamination/Spall/Patched Area <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />Effectiveness-(Concrete PC) <br />Slab-RC <br />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />391 <br />1 <br />310 <br />350 <br />350 <br />950 <br />2 <br />855 <br />sq.m <br />each <br />each <br />sq.m <br />each <br />sq.m <br />each <br />each <br /> 186 <br /> 0 <br /> 106 <br /> 0 <br /> 0 <br /> 360 <br /> 0 <br /> 267 <br /> 0 <br /> 0 <br /> 0 <br /> 350 <br /> 350 <br /> 2 <br /> 2 <br /> 0 <br /> 205 <br /> 1 <br /> 204 <br /> 0 <br /> 0 <br /> 588 <br /> 0 <br /> 588 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1080 <br />1130 <br />521 <br />1120 <br />1130 <br />Defect <br />3540 <br />(12) Deck-RC <br />(12-1080) Delamination/Spall/Patched Area <br />(12-1130) Cracking (RC and Other) <br />(12-521) Concrete Coat.(Meth/Sealer) <br />(12-521-3540) Effectiveness-(Concrete PC) <br />This element is included for the main span deck. <br />There is a three by twelve by one inch deep deck spall in the main span in the southbound lane (see BIR 02/04/2021 Photo 4). <br />There are up to 0.07 inch wide sealed transverse, longitudinal, and pattern deck cracks spaced as close as fifteen inches throughout <br />(see Photos 5 and 6). There are no defects noted on the soffit of the deck (see Photo 7). <br />The deck was treated with methacrylate in 2002. <br />The methacrylate treatment has reduced effectiveness. <br />(58) 5DECK RATING =