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Department of Transportation - Division of Maintenance <br />Structure Maintenance & Investigations <br />DECK CROSS SECTION <br />1.33 ft br, 28.00 ft, 1.33 ft br <br />DECK GEOMETRY <br />(49) LENGTH <br />32.3 M <br />(51) NET WIDTH <br />8.5 M <br />(52) TOTAL WIDTH <br />9.4 M <br />(50) CURB OR SIDEWALK <br />LEFT 0.0 M RIGHT 0.0 M <br />(32) APPROACH RDWY WIDTH <br />8.5 M <br />(33) BRIDGE MEDIAN <br />0 NO MEDIAN <br />DECK STRUCTURE INFORMATION <br />(107) DECK STRUCTURE TYPE <br />1-CIP CONCRETE <br />(108) WEARING SURFACE / PROTECTIVE SYSTEM <br />A) TYPE OF WEARING SURFACE <br />0-NONE <br />B) TYPE OF MEMBRANE <br />0-NONE <br />C) TYPE OF DECK PROTECTION <br />0-NONE <br />OVERLAY THICKNESS (inches) <br />0 inches <br />(29) AVERAGE DAILY TRAFFIC <br />258 <br />(30) YEAR OF ADT 2013 <br />(109) TRUCK ADT % 5 % <br />(19) BYPASS, DETOUR LENGTH <br />6 KM <br />(114) FUTURE ADT <br />417 <br />(115) YEAR OF FUTURE ADT <br />2042 <br />(37) HISTORICAL SIGNIFICANCE <br />5: NOT ELIGIBLE FOR NRHP <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />DECK ROADWAY/OPERATIONAL INFORMATION <br />(42a) TYPE OF SERVICE 5-HIGHWAY-PEDESTRIAN <br />(12) BASE HIGHWAY NETWORK 0-NOT ON NET <br />(13) LRS INVENTORY RTE & SUBRTE <br />(104) NATIONAL HIGHWAY SYSTEM 0-NOT ON NHS <br />(26) FUNCTIONAL CLASS 09-LOCAL RURAL <br />(100) DEFENSE HIGHWAY 0-NOT STRAHNET <br />(101) PARALLEL STRUCTURE N-NONE EXISTS <br />(102) DIRECTION OF TRAFFIC 2-2 WAY <br />(10) INVENTORY ROUTE MIN VERT CLEAR 99.99 M <br />(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 8.5 M <br />(68) DECK GEOMETRY 6 EQUAL MIN CRITERIA <br />(72) APPR ROADWAY ALIGN 6 EQUAL MIN CRITERIA <br />(105) FEDERAL LANDS HWY 0-NOT APPLICABLE <br />(110) DESIGNATED NATIONAL NETWORK 0-NOT ON NET <br />(20) TOLL 3-ON FREE ROAD <br />(28a) LANES 2 <br />SPEED 45 <br />(103) TEMPORARY STRUCTURE N/A <br />(58) DECK RATING = 7 <br />Elem Defect/ Element Description Env Total Units Qty in each Condition State <br />No. Prot Defect Qty CS 1 CS 2 CS 3 CS 4 <br />38 Slab -RC 2 304 sq.m 303 1 0 0 <br />1130 Cracking (RC and Other) 2 1 0 1 0 0 <br />(38-1130) Cracking (RC and Other) <br />There is a diagonal crack up to 0.03 inches wide in the deck on the left side of Abutment 1. See Photo 5. <br />JOINT - APPROACH - RAIL <br />RAIL INFORMATION <br />(36a) Rail Code 1 (36b) Transition 1 (36c) Appr Guardrail 1 (36d) Appr Guardrail End 1 Roadway Speed 45 MPH <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />Elem Defect/ Element Description Env Total Units Qty in each Condition State <br />No. Prot Defect Qty CS 1 CS 2 CS 3 CS 4 <br />331 Railing -RC 2 65 m 65 0 0 0 <br />(331) Railing -RC <br />There were no significant defects noted. <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES - NONE (59) SUPERSTRUCTURE RATING = 7 <br />DESCRIPTION UNDER STRUCTURE <br />Printed on: Monday 06/23/2025 02:12 PM Page 4 of 5 29C0441/AAAH/148034 <br />