Laserfiche WebLink
Printed on:Tuesday 08/22/2023 09:18 AM 29C0344/AAAN/111941Pageof4 <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 />68AVERAGE DAILY TRAFFIC <br />2013 YEAR OF ADT <br />199 KMBYPASS, DETOUR LENGTH <br />5 %(109) TRUCK ADT % <br />163FUTURE ADT <br />2041YEAR 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 />9.9 M <br />9.7 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 />7 ABOVE MIN CRITERIADECK GEOMETRY <br />9.7 MAPPROACH RDWY WIDTH <br />BRIDGE MEDIAN <br />LEFT 0.0 M RIGHT 0.0 MCURB OR SIDEWALK <br />TOTAL WIDTH <br />NET WIDTH <br />9.7 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 />0.29 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 />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 />21.9 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 />38 Slab-RC <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />2 <br />2 <br />2 <br />218 <br />109 <br />218 <br />sq.m <br />each <br />sq.m <br /> 185 <br /> 76 <br /> 218 <br /> 11 <br /> 11 <br /> 0 <br /> 22 <br /> 22 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />1130 <br />521 <br />Defect <br />(38) Slab-RC <br />(38-1130) Cracking (RC and Other) <br />(38-521) Concrete Coat.(Meth/Sealer) <br />There are grind marks present on the deck of the RC slab within 6 feet of Abutment 4. (See Photo 9 dated 03/25/2019). This condition <br />has been previously reported and no significant changes were noted. <br />There are hairline transverse and longitudinal soffit cracks spaced 3 feet on center in the middle third of the spans. This condition <br />does not warrant a defect at this time. <br />The deck of the RC slab was treated with methacrylate prior to the 2017 inspection. <br />Previously, the deck cracks were reported as transverse and longitudinal cracks, up to 0.08 inches wide and spaced 6 to 12 inches <br />on center throughout the deck of the RC slab. However, over the bents there are pattern cracks of similar size and spacing. (See <br />Photos 3 and 4 dated 03/09/2021). This condition has been previously reported and no significant changes were noted. <br />There are longitudinal soffit cracks up to 0.02 inches wide randomly spaced with light efflorescence along the centerline of the bridge. <br />The methacrylate treatment remains effective, however the cracks are developing edge spalls. No new cracking was noted during <br />this inspection. (See Photos 3 and 4 dated 03/09/2021). This condition has been previously reported and no significant changes were <br />noted. <br />(58) (6)DECK RATING = <br />(36a) Rail Code 0000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 55Roadway Speed MPH <br />JOINT - APPROACH - RAIL