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Printed on:Thursday 10/03/2024 11:45 AM 29C0347/AAAN/136924Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <br />TYPE OF MEMBRANE <br />TYPE OF DECK PROTECTION <br />DECK STRUCTURE TYPE <br />TYPE OF WEARING SURFACE <br />WEARING SURFACE / PROTECTIVE SYSTEM <br />1932AVERAGE DAILY TRAFFIC <br />2019 YEAR OF ADT <br />0 KMBYPASS, DETOUR LENGTH <br />70 %(109) TRUCK ADT % <br />4081FUTURE ADT <br />2040 YEAR 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 />15.8 M <br />13.4 M <br />DECK AND ROADWAY <br />LANES 2 <br />45 <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 />8 DESIRABLE CRITERIADECK GEOMETRY <br />13.4 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 1.6 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />13.4 MINVENTORY ROUTE TOTAL HORIZ CLEAR <br />99.99 MINVENTORY ROUTE MIN VERT CLEAR <br />3-ON FREE ROAD <br />09-LOCAL 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 />5-HIGHWAY-PEDESTRIAN <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />1.75 ft br, 44 ft, 5 ft sw, 1 ft br <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 />48.3 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 Deck-RC <br />Efflorescence/Rust Staining <br />Cracking (RC and Other) <br />2 <br />2 <br />2 <br />764 <br />153 <br />382 <br />sq.m <br />each <br />each <br /> 229 <br /> 0 <br /> 0 <br /> 459 <br /> 153 <br /> 306 <br /> 76 <br /> 0 <br /> 76 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1120 <br />1130 <br />Defect <br />(12) Deck-RC <br />(12-1120) Efflorescence/Rust Staining <br />(12-1130) Cracking (RC and Other) <br />The soffit in Span 2 has hairline random and pattern cracks throughout with no efflorescence that are spaced as close as 12 inches <br />on center. See Photo 2 dated 10/14/2014. No downgrade is necessary at this time. <br />There are transverse cracks with minor efflorescence that are up to full bay width and are spaced as close as 2 feet on center in <br />Span 1 and as close as 3 feet on center in Span 2. It is estimated this condition accounts for approximately 20% of the soffit area. <br />(See Photo 3). This condition has been previously reported and no significant changes were noted. <br />There are longitudinal and transverse cracks up to 0.04 inches wide and spaced as close as 6 inches on center. Span 1 is the most <br />severe with cracks up to 0.06 inches wide near Pier 2. (See Photo 4). This condition has been previously reported and no significant <br />changes were noted. <br />(58) 5DECK RATING =