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29C0037_AABB_2025-MAY
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29C0037_AABB_2025-MAY
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Last modified
7/2/2025 1:30:02 PM
Creation date
7/2/2025 1:27:42 PM
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Template:
Supporting Docs - Bridge
Bridge #
29C-037
Type - Bridge Supporting Doc
Inspection
Name
Mokelumne River - Peltier 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) 05/25 <br />B) UNDERWATER INSP N-NO MO B) 10/06 <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 5 Fair (B.C.15) UW CONDITION RATING N Not Applicable <br />(B.C.10) CHANNEL PROTECTION RATING (B.AP.03) SCOUR VULNERABILITY RATING AB-T - Temporary <br />(B.C.11) SCOUR CONDITION RATING T6+ - Temporary (B.LR.08) ROUTINE PERMIT LOADS B) Restricted routine permits <br />(B.C.14) NSTM CONDITION RATING 6 Satisfactory (B.IR.02) FATIGUE DETAILS No E/E' details <br />CONSTRUCTION INFORMATION <br />(27) YEAR BUILT <br />1947 <br />(45) MAIN SPANS <br />1 <br />(43a) STRUCTURE TYPE MAIN <br />3: STEEL <br />(106) YEAR MODIFIED <br />N/A <br />(46) APPR SPANS <br />31 <br />(43b) DESIGN TYPE MAIN <br />10: TRUSS - THRU <br />(34) SKEW <br />0 <br />(48) MAX SPAN (M) <br />46.3 <br />(44a) STRUCTURE TYPE APPR <br />2: CONCRETE CONT <br />(49) LENGTH (M) <br />268.5 <br />(35) STIR FLARE <br />0-NO <br />(44b) DESIGN TYPE APPR <br />01: SLAB <br />(112) NBIS BR LENGTH <br />Y <br />JOINTS <br />7 <br />NO. OF HINGES <br />5 <br />STRUCTURE DESCRIPTION <br />Main Span: Riveted steel through truss with RC deck slab on RC piers on timber piles. Approach Spans: RC continuous slab on RC (4) <br />pile bents and diaphragm abutments. All founded on concrete piles. <br />SPAN CONFIGURATION <br />1 @ 25.5 ft, 3 @ 25.0 ft, 1 @ 10.0 ft, 5 @ 25.0 ft, 1 @ 10.0 ft, 5 @ 25.0 ft, 1 @ 10.0 ft, 4 @ 25.0 ft, 1 @ 10.0 ft, 4 @ 25.0 ft, 1 @ 10.0 ft, <br />2 @ 25.0 ft, 1 @ 26.5 ft, 1 @ 152.0 ft, 1 @ 26.5 ft <br />Printed on: Tuesday 06/10/2025 03:00 PM Page 2 of 9 29C0037/AABB/152574 <br />
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