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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 03/25 (91) FREQUENCY 24 MO <br />(92) CRITICAL FEATURE INSPECTION (93) CFI DATE <br />A) NSTM INSP N-NO MO A) N/A <br />B) UNDERWATER INSP N-NO MO B) N/A <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 <br />6 Satisfactory <br />(B.C.15) UW CONDITION RATING <br />N Not Applicable <br />(B.C.10) CHANNEL PROTECTION RATING <br />6 Satisfactory <br />(B.AP.03) SCOUR VULNERABILITY RATING <br />AB-T - Temporary <br />(B.C.11) SCOUR CONDITION RATING <br />5 Fair <br />(B.LR.08) ROUTINE PERMIT LOADS <br />A) All routine permits allowed <br />(B.C.14) NSTM CONDITION RATING <br />N Not Applicable <br />(B.IR.02) FATIGUE DETAILS <br />No E/E' details <br />CONSTRUCTION INFORMATION <br />(27) YEAR BUILT <br />1974 <br />(45) MAIN SPANS <br />3 <br />(43a) STRUCTURE TYPE MAIN <br />2: CONCRETE CONT <br />(106) YEAR MODIFIED <br />N/A <br />(46) APPR SPANS <br />0 <br />(43b) DESIGN TYPE MAIN <br />01: SLAB <br />(34) SKEW <br />27 <br />(48) MAX SPAN (M) <br />8.5 <br />(44a) STRUCTURE TYPE APPR <br />0: OTHER/ NOT APPLICABLE <br />(49) LENGTH (M) <br />26.2 <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 />0 <br />NO. OF HINGES <br />0 <br />STRUCTURE DESCRIPTION <br />3-Span continuous RC slab on RC 4-column bents and RC diaphragm abutments with monolithic wingwalls. All founded on Class 45- <br />1 piles. <br />SPAN CONFIGURATION <br />3 @ 27.83 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 />55 <br />5 MS 18 (HS 20) (65) CALC METHOD 1 LF LOAD FACTOR <br />RF=1.67 =>54.1 metric tons (63) CALC METHOD 1 LF LOAD FACTOR <br />RF=2.78 =>90.1 metric tons (70) BRIDGE POSTING 5 AT/ABOVE LEGAL LOADS <br />A -OPEN, NO RESTRICTION PERMIT RATING PPPPP <br />.5 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 04/03/2009 <br />Load Rating Type Calculated <br />Load Rating Tool - Date BIDS - 05/08/80 <br />MINIMUM VERTICAL CLEARANCE MINIMUM LATERAL UNDERCLEARANCE <br />(53) MIN VERT CLEAR OVER BRIDGE RDWY Unimpaired (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: Friday 06/06/2025 09:57 AM Page 2 of 8 29C0112/AAAO/151406 <br />