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Department of Transportation - Division of Maintenance <br />UNDERWATER INVESTIGATION DETAILS <br />UWI Required Y Last UWI 04/09/2025 <br />Dive Type B - Routine UW <br />Dive Mode D - Surface supplied <br />Contractor N/A <br />Contract No. N/A <br />Supervisor Robert Hugel <br />Tender Lucas Holland <br />UNDERWATER ELEMENTS INVESTIGATED <br />Location <br />Depth(ft) Vel(ft/s) <br />Channel Material <br />Pier 2 <br />1.0 <br />0.0 <br />Soft Mud <br />Pier 3 <br />9.0 <br />0.0 <br />Soft Mud <br />Pier 4 <br />1.0 <br />0.0 <br />Soft Mud <br />Pier 5 <br />0.0 <br />0.0 <br />Soft Mud <br />Pier 6 <br />0.5 <br />0.0 <br />Soft Mud <br />Pier 7 <br />2.0 <br />0.0 <br />Soft Mud <br />DECK CROSS SECTION <br />0.33 ft br, 32 ft, 0.33 ft br <br />DECK GEOMETRY <br />UWI Frequency 60 months <br />Water Type 1 - Fresh <br />Max. Water Velocity <br />Max. Water Depth <br />Max. Visibility <br />Water Surface Elev. <br />Diver <br />Backup Diver <br />Structure Maintenance & Investigations <br />Next UWI 04/09/2030 <br />Element Description <br />6 EA Element 204-PS Concrete Columns <br />6 EA Element 204-PS Concrete Columns <br />6 EA Element 204-PS Concrete Columns <br />6 EA Element 204-PS Concrete Columns <br />6 EA Element 204-PS Concrete Columns <br />6 EA Element 204-PS Concrete Columns <br />0 ft/s <br />9.0 ft <br />1.0 ft <br />ft <br />Darren Stauts <br />Josue Ramirez <br />DECK ROADWAY/OPERATIONAL INFORMATION <br />(49) LENGTH <br />142.2 M <br />(42a) TYPE OF SERVICE 1-HIGHWAY <br />(51) NET WIDTH <br />9.8 M <br />(12) BASE HIGHWAY NETWORK 0-NOT ON NET <br />(52) TOTAL WIDTH <br />10.0 M <br />(13) LRS INVENTORY RTE & SUBRTE <br />(50) CURB OR SIDEWALK LEFT 0.0 M RIGHT 0.0 M <br />(104) NATIONAL HIGHWAY SYSTEM 0-NOT ON NHS <br />(32) APPROACH RDWY WIDTH <br />9.8 M <br />(26) FUNCTIONAL CLASS 07-MAJOR COLLECTOR RURAL <br />(33) BRIDGE MEDIAN 0 NO MEDIAN <br />(100) DEFENSE HIGHWAY 0-NOT STRAHNET <br />DECK STRUCTURE INFORMATION <br />(101) PARALLEL STRUCTURE N-NONE EXISTS <br />(107) DECK STRUCTURE TYPE 1-CIP CONCRETE <br />(102) DIRECTION OF TRAFFIC 2-2 WAY <br />(108) WEARING SURFACE / PROTECTIVE SYSTEM <br />(10) INVENTORY ROUTE MIN VERT CLEAR 99.99 M <br />A) TYPE OF WEARING SURFACE <br />0-NONE <br />(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 9.8 M <br />B) TYPE OF MEMBRANE <br />0-NONE <br />(68) DECK GEOMETRY 5 ABOVE TOLERABLE <br />C) TYPE OF DECK PROTECTION <br />0-NONE <br />(72) APPR ROADWAY ALIGN 8 EQUAL DESIRABLE CRIT <br />OVERLAY THICKNESS (inches) <br />0 Inches <br />(105) FEDERAL LANDS HWY 0-NOT APPLICABLE <br />(29) AVERAGE DAILY TRAFFIC <br />1347 <br />(110) DESIGNATED NATIONAL NETWORK 0-NOT ON NET <br />(30) YEAR OF ADT 2013 (109) TRUCK ADT % <br />10 % <br />(20) TOLL 3-ON FREE ROAD <br />(19) BYPASS, DETOUR LENGTH <br />45 KM <br />(28a) LANES 2 <br />(114) FUTURE ADT <br />1647 <br />SPEED 55 <br />(115) YEAR OF FUTURE ADT <br />2044 <br />(103) TEMPORARY STRUCTURE N/A <br />(37) HISTORICAL SIGNIFICANCE 5: NOT ELIGIBLE FOR NRHP <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />(58) DECK RATING = 6 <br />Elem Defect/ Element Description <br />Env Total Units Qty in each Condition State <br />No. Prot Defect <br />Qty CS 1 CS 2 CS 3 CS 4 <br />12 Deck -RC <br />2 1416 sq.m 1365 50 1 0 <br />1080 Delamination/Spall/Patched Area <br />2 1 0 0 1 0 <br />1120 Efflorescence/Rust Staining <br />2 50 0 50 0 0 <br />1130 Cracking (RC and Other) <br />2 1365 1365 0 0 0 <br />Printed on: Wednesday 06/18/2025 03:46 PM <br />Page <br />4 of 7 29C0073/AAAS/151625 <br />