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Printed on:Friday 12/13/2024 02:52 PM 29C0314/AAAW/147520Pageof4 <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 />748AVERAGE DAILY TRAFFIC <br />2013 YEAR OF ADT <br />199 KMBYPASS, DETOUR LENGTH <br />5 %(109) TRUCK ADT % <br />398FUTURE ADT <br />2040YEAR OF FUTURE ADT <br />HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP <br />0-NONE <br />0-NONE <br />0-NONE <br />8-TIMBER <br />DECK STRUCTURE INFORMATION <br />6.1 M <br />5.9 M <br />DECK AND ROADWAY <br />LANES 2 <br />30 <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 />2 INTOLERABLE - REPLACEDECK GEOMETRY <br />5.9 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 0.0 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />5.9 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 />1-HIGHWAY <br />DECK ROADWAY/OPERATIONAL INFORMATIONDECK GEOMETRY <br />0.33 ft br, 19.33 ft, 0.33 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 />23.7 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 />31 Deck-Timber <br />Check/Shake (Timber) <br />Split/Delamination (Timber) <br />2 <br />2 <br />2 <br />145 <br />22 <br />1 <br />sq.m <br />each <br />each <br /> 122 <br /> 0 <br /> 0 <br /> 22 <br /> 22 <br /> 0 <br /> 1 <br /> 0 <br /> 1 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1150 <br />1170 <br />Defect <br />(31) Deck-Timber <br />(31-1150) Check/Shake (Timber) <br />(31-1170) Split/Delamination (Timber) <br />New treated timber planks were installed on 05/26/2022. (See Photo 5 dated 09/22/2022). <br />There are checks up to 0.25 inches wide x 0.5 inches deep randomly distributed in the deck planks. This accounts for approximately <br />15% of the deck area. (See Photo 6 dated 09/22/2022). This condition has been previously reported and no significant changes were <br />noted. <br />There are multiple splits up to 0.25 inches wide x up to 18 inches long. This condition covers approximately 5 square feet and is most <br />prevalent on the left side of Span 4. (See Photo 7 dated 09/22/2022). This condition has been previously reported and no significant <br />changes were noted. <br />(58) 7DECK RATING = <br />(36a) Rail Code 0000 <br />330 Railing-Metal 2 47 m 47 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 30Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <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 StateDefect/ <br />Prot Defect <br />The timber blocking is missing at one of the approach rail post on the right side of Abutment 5. (See Photo 8 dated <br />09/22/2022). This condition has been previously reported and no significant changes were noted.