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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 11/24 (91) FREQUENCY 24 MO <br />(92) CRITICAL FEATURE INSPECTION (93) CFI DATE <br />A) NSTM INSP Y-YES 24 MO A) 04/25 <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 />4 Poor <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 />U Unknown Foundation <br />(B.C.11) SCOUR CONDITION RATING <br />6 Satisfactory <br />(B.LR.08) ROUTINE PERMIT LOADS <br />A) All routine permits allowed <br />(B.C.14) NSTM CONDITION RATING <br />6 Satisfactory <br />(B.IR.02) FATIGUE DETAILS <br />No E/E' details <br />CONSTRUCTION INFORMATION <br />(27) YEAR BUILT <br />1948 <br />(45) MAIN SPANS <br />1 <br />(43a) STRUCTURE TYPE MAIN <br />3: STEEL <br />(106) YEAR MODIFIED <br />1968 <br />(46) APPR SPANS <br />3 <br />(43b) DESIGN TYPE MAIN <br />03: GIRDER & FLOORBEAM S <br />(34) SKEW <br />0 <br />(48) MAX SPAN (M) <br />27.7 <br />(44a) STRUCTURE TYPE APPR <br />2: CONCRETE CONT <br />(49) LENGTH (M) <br />41.8 <br />(35) STIR FLARE <br />1-YES <br />(44b) DESIGN TYPE APPR <br />01: SLAB <br />(112) NBIS BR LENGTH <br />Y <br />JOINTS <br />3 <br />NO. OF HINGES <br />0 <br />STRUCTURE DESCRIPTION <br />Main Span - Span 1 (1948): Simple span riveted steel through girder (2) with an RC deck and steel floor beams on an RC pier wall and <br />RC seat abutment with monolithic wingwalls. All founded on battered timber piles. <br />Approach Spans (1968): Continuous RC slab on RC 3-column bents and RC diaphragm abutments and monolithic wingwalls. All <br />founded on concrete piles. <br />SPAN CONFIGURATION <br />1 @ 90.83 ft, 1 @ 12 ft, 1 @ 16 ft, 1 @ 12 ft <br />Printed on: Tuesday 06/10/2025 03:14 PM Page 2 of 9 29C0038/AAAZ/152573 <br />