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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 N-NO MO A) N/A <br />B) UNDERWATER INSP Y-YES 60 MO B) 05/23 <br />C) OTHER SPECIAL INSP N-NO MO C) 03/04 <br />SNBI ITEMS USED TO CHECK INSPECTION FREQUENCY <br />(B.C.09) CHANNEL CONDITION RATING <br />7 Good <br />(B.C.15) UW CONDITION RATING <br />(B.C.10) CHANNEL PROTECTION RATING <br />(B.AP.03) SCOUR VULNERABILITY RATING <br />AB-T - Temporary <br />(B.C.11) SCOUR CONDITION RATING <br />T6+ - Temporary <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 1989 <br />(45) MAIN SPANS <br />2 (43a) STRUCTURE TYPE MAIN <br />3: STEEL <br />(106) YEAR MODIFIED N/A <br />(46) APPR SPANS <br />8 (43b) DESIGN TYPE MAIN <br />17: MOVABLE - SWING <br />(34) SKEW 0 <br />(48) MAX SPAN (M) <br />14 (44a) STRUCTURE TYPE APPR <br />2: CONCRETE CONT <br />(49) LENGTH (M) 97.5 <br />(35) STIR FLARE 1-YES (44b) DESIGN TYPE APPR <br />01: SLAB <br />(112) NBIS BR LENGTH Y <br />JOINTS <br />0 NO. OF HINGES <br />0 <br />STRUCTURE DESCRIPTION <br />Spans 1 through 5 and 8 through 10 are continuous CIP/RC deck slab over RC CISS and RC pile extensions. Spans 6 and 7 are <br />intermediate open (6 girders) steel swing; open end diaphragm abutments, all on RC CISS and RC pile extensions. Abutments on CISS <br />piles. <br />SPAN CONFIGURATION <br />1 @ 24.0 ft, 7 @ 32.0 ft, 1 @ 45.5 ft, 1 @ 23.5 ft <br />Printed on: Monday 06/23/2025 03:37 PM Page 2 of 9 29C0114/AAAZ/153158 <br />