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29C0219_AABI_2025-MAY
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29C0219_AABI_2025-MAY
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Last modified
7/2/2025 3:28:24 PM
Creation date
7/2/2025 3:27:37 PM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
29C-219
Type - Bridge Supporting Doc
Inspection
Name
White Slough (Honker Cut) - Eight Mile Road
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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) 08/23 <br />B) UNDERWATER INSP Y-YES 60 MO B) 05/23 <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 />8 VeryGood <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 />C) No 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 1936 <br />(45) MAIN SPANS <br />1 (43a) STRUCTURE TYPE MAIN <br />3: STEEL <br />(106) YEAR MODIFIED 1975 <br />(46) APPR SPANS <br />16 (43b) DESIGN TYPE MAIN <br />17: MOVABLE - SWING <br />(34) SKEW 0 <br />(48) MAX SPAN (M) 62.2 <br />(44a) STRUCTURE TYPE APPR <br />2: CONCRETE CONT <br />(49) LENGTH (M) 146.3 <br />(35) STIR FLARE 0-NO (44b) DESIGN TYPE APPR <br />01: SLAB <br />(112) NBIS BR LENGTH Y <br />JOINTS <br />4 NO. OF HINGES <br />0 <br />STRUCTURE DESCRIPTION <br />Approach Spans: RC continuous slab on RC (3) pile extension bents. <br />Main Swing Span: Riveted steel through Pratt truss with floor beams on steel grid filled with concrete swing deck and rest piers with RC <br />piles. <br />SPAN CONFIGURATION <br />5 @ 17.0 ft, 2 @ 102.0 ft 11 @17.0ft <br />Printed on: Friday 05/30/2025 01:32 PM Page 2 of 8 29CO219/AABI/153159 <br />
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