Laserfiche WebLink
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 02/25 (91) FREQUENCY 24 MO <br />(92) CRITICAL FEATURE INSPECTION (93) CFI DATE <br />A) NSTM INSP Y-YES 24 MO A) 04/23 <br />B) UNDERWATER INSP Y-YES 60 MO B) 08/24 <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 />9 Excellent (B.C.15) UW CONDITION RATING <br />(B.C.10) CHANNEL PROTECTION RATING <br />7 Good (B.AP.03) SCOUR VULNERABILITY RATING <br />AB-T - Temporary <br />(B.C.11) SCOUR CONDITION RATING <br />7 Good (B.LR.08) ROUTINE PERMIT LOADS <br />A) All routine permits allowed <br />(B.C.14) NSTM CONDITION RATING <br />(B.IR.02) FATIGUE DETAILS <br />E/E' details are present <br />CONSTRUCTION INFORMATION <br />(27) YEAR BUILT 1995 <br />(45) MAIN SPANS 2 (43a) STRUCTURE TYPE MAIN <br />3: STEEL <br />(106) YEAR MODIFIED N/A <br />(46) APPR SPANS 23 (43b) DESIGN TYPE MAIN <br />17: MOVABLE - SWING <br />(34) SKEW 0 <br />(48) MAX SPAN (M) 36.6 (44a) STRUCTURE TYPE APPR <br />2: CONCRETE CONT <br />(49) LENGTH (M) 297.2 <br />(35) STIR FLARE 1-YES (44b) DESIGN TYPE APPR <br />01: SLAB <br />(112) NBIS BR LENGTH Y <br />JOINTS 5 NO. OF HINGES <br />0 <br />STRUCTURE DESCRIPTION <br />Main Spans (2): movable swing type constructed of welded plate girders (3) with a lightweight concrete deck. <br />Approach Spans (23): continuous CIP/RC slabs on multiple type column/pile extension bents and RC diaphragm abutments with <br />monolithic wingwalls. <br />Bents 6, 11, 16 and Piers 21, 22, and 23 are founded on CISS piles. All other bents are founded on PC/PS piles. <br />SPAN CONFIGURATION <br />16 @ 30.0 ft, 3 @ 40.0 ft, 1 @ 30.0 ft, 2 @ 120.0 ft, 3 @ 35.0 ft <br />Printed on: Monday 06/23/2025 03:39 PM Page 2 of 9 29C0108/AABG/154008 <br />