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Department of Transportation - Division of Maintenance <br />AGENCY INFORMATION <br />Structure Maintenance & Investigations <br />INSPECTION INFORMATION <br />(1) STATE NAME CALIFORNIA 069 <br />(2) HIGHWAY DISTRICT 10 <br />(3) COUNTY CODE (29)SAN JOAQUIN <br />(4) PLACE CODE (00000) <br />(21) MAINTAIN 02 COUNTY HWY AGENCY <br />(22) OWNER 02 COUNTY HWY AGENCY <br />(98) BORDER BRIDGE STATE CODE N/A % SHARE N/A <br />(99) BORDER BRIDGE STRUCTURE NUMBER N/A <br />(90)INSPECTION DATE 01/24 (91) FREQUENCY 24 MO <br />(92) CRITICAL FEATURE INSPECTION (93) CFI DATE <br />A) NSTM INSP Y-YES 24 MO A) 01/25 <br />B) UNDERWATER INSP Y-YES 60 MO B) 08/20 <br />C) OTHER SPECIAL INSP N-NO MO C) N/A <br />SNBI ITEMS USED TO CHECK INSPECTION FREQUENCY <br />(B.C.09) CHANNEL CONDITION RATING 7 Good (B.C.15) UW CONDITION RATING <br />(B.C.10) CHANNEL PROTECTION RATING (B.AP.03) SCOUR VULNERABILITY RATING U Unknown Foundation <br />(B.C.11) SCOUR CONDITION RATING T - Temporary (B.LR.08) ROUTINE PERMIT LOADS A) All routine permits allowed <br />(B.C.14) NSTM CONDITION RATING 6 Satisfactory (B.IR.02) FATIGUE DETAILS E/E' details are present <br />CONSTRUCTION INFORMATION <br />(27) YEAR BUILT <br />1955 <br />(45) MAIN SPANS <br />2 <br />(43a) STRUCTURE TYPE MAIN <br />3: STEEL <br />(106) YEAR MODIFIED <br />N/A <br />(46) APPR SPANS <br />0 <br />(43b) DESIGN TYPE MAIN <br />17: MOVABLE - SWING <br />(34) SKEW <br />0 <br />(48) MAX SPAN (M) <br />36 <br />(44a) STRUCTURE TYPE APPR <br />0: OTHER/ NOT APPLICABLE <br />(49) LENGTH (M) <br />72.5 <br />(35) STIR FLARE <br />0-NO <br />(44b) DESIGN TYPE APPR <br />00: OTHER/NOT APPLICABLE <br />(112) NBIS BR LENGTH <br />Y <br />JOINTS <br />2 <br />NO. OF HINGES <br />0 <br />STRUCTURE DESCRIPTION <br />Rolled steel swing through truss with RC deck on rolled steel stringers (5) on rolled steel floor beams supported on RC pier and RC seat <br />abutments with monolithic wingwalls, all founded on timber piles. <br />SPAN CONFIGURATION <br />2 @ 118.0 ft <br />LOAD CAPACITY <br />(31) DESIGN LOAD <br />(66) INVENTORY RATING <br />(64)OPERATING RATING <br />(41) STRUCTURE STATUS <br />OVERLAY THICKNESS <br />POSTING LOADS <br />Safe <br />Loads <br />Type 3 <br />Legal <br />Type 3S2 <br />Legal <br />Type 3-3 <br />Legal <br />Speed <br />45 <br />4 M 18 (H 20) (65) CALC METHOD 1 LF LOAD FACTOR <br />RF=1.02 =>33.0 metric tons (63) CALC METHOD 1 LF LOAD FACTOR <br />RF=1.70 =>55.1 metric tons (70) BRIDGE POSTING 5 AT/ABOVE LEGAL LOADS <br />A -OPEN, NO RESTRICTION PERMIT RATING PPPPP <br />0 inches <br />Existing <br />Posting <br />Ordinance/Order <br />Signs <br />Additional Ordinance/Order Requirements <br />N/A <br />N/A <br />U.S. Tons <br />NONE <br />N/A <br />N/A <br />U.S. Tons <br />N/A <br />N/A <br />U.S. Tons <br />N/A <br />N/A <br />MPH <br />Additional Siqns <br />NONE <br />Posting Date N/A <br />Load Rating Summary Date 04/28/23 <br />Load Rating Type Calculated <br />Load Rating Tool - Date BrR 7.4.0 AASHTO - 04/27/23 <br />MINIMUM VERTICAL CLEARANCE MINIMUM LATERAL UNDERCLEARANCE <br />(53) MIN VERT CLEAR OVER BRIDGE RDWY 4.50 M (55) MIN LAT UNDERCLEAR RT REF N-NOT H/RR 0.0 M <br />(54) MIN VERT UNDERCLEAR REF N-NOT H/RR 0.00 M (56) MIN LAT UNDERCLEAR LT 0.0 M <br />Printed on: Monday 06/23/2025 03:35 PM Page 2 of 8 29C0131/AABI/153160 <br />