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Department of Transportation - Division of Maintenance <br />Structure Maintenance & Investigations <br />DECK CROSS SECTION <br />0.3ftbr, 1.0ftcu, 24.0ft, 1.0ftcu, 0.3ftbr <br />DECK GEOMETRY <br />(49) LENGTH <br />268.5 M <br />(51) NET WIDTH <br />7.3 M <br />(52) TOTAL WIDTH <br />8.1 M <br />(50) CURB OR SIDEWALK <br />LEFT 0.3 M RIGHT 0.3 M <br />(32) APPROACH RDWY WIDTH <br />6.7 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 />6-BITUMINOUS <br />B) TYPE OF MEMBRANE <br />0-NONE <br />C) TYPE OF DECK PROTECTION <br />0-NONE <br />OVERLAY THICKNESS (inches) <br />.3 inches <br />(29) AVERAGE DAILY TRAFFIC <br />2972 <br />(30) YEAR OF ADT 2015 <br />(109) TRUCK ADT % 10 % <br />(19) BYPASS, DETOUR LENGTH <br />16 KM <br />(114) FUTURE ADT <br />5918 <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 />Elem Defect/ Element Description <br />No. Prot Defect <br />DECK ROADWAY/OPERATIONAL INFORMATION <br />(42a) TYPE OF SERVICE 1-HIGHWAY <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 07-MAJOR COLLECTOR 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 4.50 M <br />(47) INVENTORY ROUTE TOTAL HORIZ CLEAR 7.3 M <br />(68) DECK GEOMETRY 2 INTOLERABLE - REPLACE <br />(72) APPR ROADWAY ALIGN 8 EQUAL DESIRABLE CRIT <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 55 <br />(103) TEMPORARY STRUCTURE N/A <br />(58) DECK RATING = (7) <br />Env Total Units Qty in each Condition State <br />Qty CS 1 CS 2 CS 3 CS 4 <br />12 Deck -RC <br />2 <br />380 sq.m <br />323 <br />57 <br />0 0 <br />1090 Exposed Rebar (PS Conc./RC) <br />2 <br />10 <br />10 <br />0 <br />0 0 <br />1120 Efflorescence/Rust Staining <br />2 <br />57 <br />0 <br />57 <br />0 0 <br />510 Deck Wearing Surface -Asphalt <br />2 <br />380 sq.m <br />374 <br />6 <br />0 0 <br />3210 Delam./Pothole-AC (WS) <br />2 <br />6 <br />0 <br />6 <br />0 0 <br />(12-1090) Exposed Rebar (PS Conc./RC) <br />The first half of the Span 31 soffit has exposed rebar and is best seen from Bent 31. The outer edge of Bay 4 has exposed rebar, up <br />to 2 feet in length, that occupy 25% of the span length. There are several other areas with exposed reinforcement near Bent 31, but it <br />is primarily at the edge of Bay 4. Refer to Photo 7. <br />(12-1120) Efflorescence/Rust Staining <br />There are hairline soffit cracks with efflorescence in random locations in the truss deck. The efflorescence is primarily located in the <br />first half of the deck and is most visible from Bent 31. The efflorescence occupies approximatly 15 percent of the deck area. Refer to <br />Photo 7. <br />(12-510-3210) Delam./Pothole-AC (WS) <br />There is a 16 foot x 4 foot area near Pier 31 where the AC overlay has worn off. Refer to Photo 8. <br />38 Slab -RC 2 1970 sq.m 1966 0 4 0 <br />1080 Delamination/Spall/Patched Area 2 4 0 0 4 0 <br />(38-1080) Delamination/Spall/Patched Area <br />There are three up to 1 foot long by 3 inch wide by 1 inch deep transverse soffit spalls with exposed rebars in Span 1 near the left <br />edge of the deck. Refer to Photos 9 through 11. <br />There is a 1 foot diameter by 1.5 inch deep soffit spall with exposed rusted reinforcing bars in the left edge of Span 22. Refer to <br />Photo 12. <br />Printed on: Tuesday 06/10/2025 03:00 PM Page 5 of 9 29C0037/AABB/152574 <br />