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Printed on:Wednesday 08/14/2024 10:01 AM 29C0187/AAAV/135041Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />11 <br />TYPE OF MEMBRANE <br />TYPE OF DECK PROTECTION <br />DECK STRUCTURE TYPE <br />TYPE OF WEARING SURFACE <br />WEARING SURFACE / PROTECTIVE SYSTEM <br />2042AVERAGE DAILY TRAFFIC <br />2015 YEAR OF ADT <br />37 KMBYPASS, DETOUR LENGTH <br />5 %(109) TRUCK ADT % <br />2940FUTURE ADT <br />2040YEAR 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 />9.8 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 />08-MINOR 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 />0.25 ft br, 32.08 ft, 0.25 ft <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 />166.4 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 />Delamination/Spall/Patched Area <br />Exposed Rebar (PS Conc./RC) <br />Cracking (RC and Other) <br />Concrete Coat.(Meth/Sealer) <br />2 <br />2 <br />2 <br />2 <br />2 <br />1652 <br />8 <br />1 <br />1220 <br />1627 <br />sq.m <br />each <br />each <br />each <br />sq.m <br /> 1643 <br /> 0 <br /> 0 <br /> 1220 <br /> 1627 <br /> 4 <br /> 3 <br /> 1 <br /> 0 <br /> 0 <br /> 5 <br /> 5 <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 />1090 <br />1130 <br />521 <br />Defect <br />(16) Top Flange-RC <br />(16-1080) Delamination/Spall/Patched Area <br />(16-1090) Exposed Rebar (PS Conc./RC) <br />The AC overlay was removed by grinding the deck prior to the methacrylate placement. The grind marks are up to 0.38 inches deep <br />and expose large aggregate throughout. No defect is warranted at this time. See Photo 5. <br />There are visible sags along the bridge profile in Spans 1, 2, 4 and 5. The sag is visible along the edge of the deck but can not be <br />measured using a string line, due to the length of the bridge. Surveys were taken in 09/2000, 12/2000 and 09/2001 to see if the <br />deflections were increasing. No significant change was observed over the course of the surveys. <br />In Span 2, there are two spalls up to 6 inches in diameter x 1 inch deep in the deck in the northbound lane near Pier 2. See Photo 7. <br />In Span 2, there is a patch up to 2 feet wide x 4 inches long in the deck in the northbound lane. The patch was sound during this <br />investigation. (See Photo 4 dated 06/27/2018). This condition has been previously reported and no significant changes were noted. <br />In Span 5, there is a patch up to 2 feet long x full lane width in the deck in the southbound lane at Abutment 6. (See Photo 2 dated <br />06/09/2022). This condition has been previously reported and no significant changes were noted. <br />In Span 5, there are four spalls up to 2 feet long x 1 foot wide in the right edge of deck near Abutment 6. These appear to have been <br />from a barrier rail impact. In addition, there is edge spalling up to 1 inch deep throughout this area, generally within the first six rail <br />sections. Some of these spalls have partially filled patches that appear sound. (See Photo 6). This condition has been previously <br />reported and no significant changes were noted. <br />(58) (6)DECK RATING =