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2009co-29C-364
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2009co-29C-364
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Last modified
6/3/2025 2:33:59 PM
Creation date
6/3/2025 2:33:51 PM
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Supporting Docs - Bridge
Bridge #
29C-364
Type - Bridge Supporting Doc
Inspection
Name
South Branch Weber Creek - Kaiser Road
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BRIDGE INSPECTION REPORT <br />Br No: 29C - Date Inspected - <br />Dept. of Public Works <br />San Joaquin County <br />❑ Scour Damaged @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall ❑ RSP ❑ Other <br />❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth ❑Section Loss - Depth " <br />❑ Timber planks decaying due to []moisture infiltration ElMold/fungus growth []Section Loss - Depth " <br />f5h. Intermediate Support: <br />❑ Concrete Pile Bent ❑Drop Cap, ❑Flush Cap E; Concrete Pier Wall ❑ Other <br />❑ Timber Pile Bent w/ 12x12 cap & Diagonal cross bracing ❑ Other . <br />151. Foundation Type (Bent/Pier): <br />❑ Conc Pile (❑ Square; ❑ Round, ❑ Octagon) ❑ Pier wall on Spread Footing ❑ Pier wall on Piling ❑ Other_ <br />❑ Timber Pile on individual concrete footing ❑ Timber Pile on spread footing (grade beam) <br />❑ Timber Pile ❑ Other <br />15j. Piles per Bent: <br />❑3 ❑4 ❑5 ❑6 ❑7 ❑8 ❑ 9 ❑10 ❑ N/A <br />15k. Condition(s): <br />Er No significant defects noted ❑ Debris & draft caught on pile bent # or pier # @ upstream side of bridge <br />❑ Diagonal cracks 0 ❑ Transverse cracks Po <br />❑ Hairline cracks (a) ❑ Vertical cracks @ <br />❑ Spalling P ❑ Abrasion P <br />❑ Undermining (E ❑ Scour @ <br />❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth ❑Section Loss - Depth <br />❑ Timber Cap decaying due to ❑moisture infiltration ❑ Mold/fungus growth ❑Section Loss - Depth <br />❑ Other <br />151. Invert Type (Culvert only): <br />❑ Concrete ❑ Earth ❑ Other <br />15m. Condition(s): <br />❑ No significant defects noted ❑ Abrasion P <br />❑ Undermining P <br />❑ Other <br />16 CHANNEL <br />16a. Type: j]'Trapezoid Earth Channel ❑ "U" Shaped Earth Channel ❑ Trapezoid Conc Lined Channel ❑ Other <br />16b. Water Depth: ft ❑ None taken Due to Current too swift EJ—Dry <br />❑I Water surfacing Is _ ft below top of deck / top of rail <br />16c. Vegetation Growth: &a -Dense ❑ Moderate ❑_. Light <br />16d. Veg. Growth Location: ❑ Bank El Channel Bed 0-�ank & Channel Bed <br />16e. Condition(s): ❑ No significant defects noted <br />❑ Bank Erosion ❑ Channel Degradation ❑ Bank & Channel Bed <br />Other <br />16f. Channel Section: (Upstream): <br />Abut 1 , MS—, Bent 2 , MS , Bent 3 , MS , Bent 4_, MS_ , Bent 5 MS_ <br />Bent 6 , MS , Abut _ @ , Center Channel <br />Other <br />(Downstream): <br />Abut 1 , MS , Bent 2 , MS ; Bent 3 , MS , Bent 4_, MS_ , Bent 5 , MS , <br />Bent 6 , MS ; Abut _ @ , Center Channel <br />Channel section reference to ❑Top of Bridge Deck ❑ top of rail or top of timber decking ❑ Other <br />17 WORK RECOMMENDED: ❑Replace missing "P" marker @ ❑ Level Grade Differential @ Abut , ❑ Sweep Bridge Deck <br />[]Unclog Deck Drain Access ❑Tree trim to provide clear passage ❑ Remove drifts @ Bent / Pier _ <br />El Replace damaged approach / bridge rail terminal unit 0 <br />❑ Remove debris from ❑Abutment / El Steel Trestle El LT ❑RT / El Expansion Joints ❑ Bridge Deck <br />❑ Repair damaged El Bridge ❑ Approach Railing @ <br />18 REMARKS: <br />.VERALL CONDITION RATING: <br />❑9 = New condition, ❑ 8 = Very good condition, ❑ 7 = Good condition, structurally sound, need minor Maint , ❑6 = Fair condition, <br />❑5 = Generally fair condition, will need minor reconstruction, ❑4 = Marginal condition, will need major reconstruction; <br />❑3 = Poor condition, require repairs, ❑ 2 = Critical condition, require emergency reconstruction, ❑1 = Critical condition, close to traffic <br />0 \BRIDGE INSPECTIONSVnsp form 9-08 tloc Page 3 of 3 <br />
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