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Printed on:Friday 09/15/2023 03:37 PM 29C0212/AAAL/105992Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />9 <br />TYPE OF MEMBRANE <br />TYPE OF DECK PROTECTION <br />DECK STRUCTURE TYPE <br />TYPE OF WEARING SURFACE <br />WEARING SURFACE / PROTECTIVE SYSTEM <br />2249AVERAGE DAILY TRAFFIC <br />2013 YEAR OF ADT <br />10 KMBYPASS, DETOUR LENGTH <br />5 %(109) TRUCK ADT % <br />4096FUTURE ADT <br />2041YEAR OF FUTURE ADT <br />HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP <br />6-BITUMINOUS <br />0-NONE <br />0-NONE <br />1-CIP CONCRETE <br />DECK STRUCTURE INFORMATION <br />9.9 M <br />9.8 M <br />DECK AND ROADWAY <br />LANES 2 <br />55 <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 />8 EQUAL DESIRABLE CRITAPPR ROADWAY ALIGN <br />4 TOLERABLEDECK GEOMETRY <br />9.8 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 0.0 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />9.8 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 />0.29 feet br, 32.00 feet, 0.29 feet br <br />DECK CROSS SECTION <br />LRS INVENTORY RTE & SUBRTE <br />BASE HIGHWAY NETWORK 0-NOT ON NET <br />.5 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 />52.5 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 />16 Top Flange-RC <br />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />Deck Wearing Surface-Asphalt <br />2 <br />2 <br />2 <br />2 <br />521 <br />52 <br />52 <br />384 <br />sq.m <br />each <br />each <br />sq.m <br /> 417 <br /> 0 <br /> 0 <br /> 384 <br /> 100 <br /> 48 <br /> 52 <br /> 0 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1120 <br />1130 <br />510 <br />Defect <br />(16) Top Flange-RC <br />(16-1120) Efflorescence/Rust Staining <br />(16-1130) Cracking (RC and Other) <br />(16-510) Deck Wearing Surface-Asphalt <br />There is AC overlay present within the traveled way on the deck of the RC top flange. The deck outside of the traveled way is bare. <br />There are 0.012 inch wide diagonal cracks with minor efflorescence in the soffit of the RC flange. There is some brown staining <br />accomapying two of the cracks in Bay 1 of Span 1. Refer to Photos 5 through 7. Based on a comparison to the 03/19/2019 Photos, <br />this condition has remained unchanged. This condition affects approximately 10% of the total flange area. <br />There are 0.02 inch wide transverse and longitudinal cracks, spaced 1 to 2 feet on center present in the bare areas of the deck near <br />the supports. This condition affects approximately 10% of the deck area. <br />There are 0.125 inch wide transverse and longitudinal cracks, spaced 1 to 3 feet on center in the AC overlay at the supports. The <br />cracks are extentions of the RC deck cracks in the bare areas of the deck. Refer to Photo 8. This condition does not warrant a defect <br />at this time. <br />(58) 7DECK RATING =