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2007-29C-396c
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2007-29C-396c
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Last modified
6/3/2025 3:18:53 PM
Creation date
6/3/2025 3:18:38 PM
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Template:
Supporting Docs - Bridge
Bridge #
29C-396
Type - Bridge Supporting Doc
Inspection
Name
South Paddy Creek - Cadle Road
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BRIDGE INSPECTION REPORT Dept. of Public Works <br />Br. No.. 29C - Date Inspected. Sari 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 ❑ Mold/fungus growth ❑Section Loss - Depth <br />15h. Intermediate Support: ❑ Concrete Pile Bent ❑Drop Cap; ❑Flush Cap ❑ Concrete Pier Wall ❑ Other <br />❑ Timber Pile Bent wl 12x12 cap & Diagonal cross bracing ❑ Other <br />151. Foundation Type (BenVPier): ❑ 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: ❑3 ❑4 ❑5 ❑6 ❑7 ❑8 ❑ 9 ❑10 ❑ N/A <br />15k. Condition(s): ❑ No significant defects noted ❑ Debris & draft caught on pile bent # or pier # @ upstream side of bridge <br />❑ Diagonal cracks @ ❑ Transverse cracks nn <br />❑ Hairline cracks @ ❑ Vertical cracks 0 <br />❑ Spalling @ ❑ Abrasion @a <br />❑ Undermining (d) ❑ Scour 5 <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): ❑ Concrete ❑ Earth ❑ Other <br />15m. Condition(s): ❑ No significant defects noted ❑ Abrasion 0 <br />❑ Undermining a <br />❑ Other <br />16CHANNEL <br />16a. Type: Irl Trapezoid Earth Channel ❑ "U" Shaped Earth Channel ❑ Trapezoid Conc Lined Channel ❑ Other <br />16b. Water Depth: ft ❑ None taken Due to Current too swift 2.6ry <br />❑ Water surfacing is _ it below top of deck / top of rail <br />16c. Vegetation Growth: ❑ Dense ❑ Moderate[' Light <br />16d. Veg. Growth Location: El Bank El Channel Bed El Bank & Channel Bed Ajr>�—� —To W. mat`{ <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 15•S , 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 J, MS , Bent 2 , MS Bent 3 , MS ; Bent 4_, MS , Bent 5 MS , <br />i <br />Bent 6 MS , Abut 2 @ 5 •'_) , Center Channel <br />Channel section reference to G fop of Bridge Deck ❑ top of rail or top of timber decking ❑ Other <br />17 WORK RECOMMENDED: El 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 />❑Replace damaged approach / bridge rail terminal unit @ <br />❑ Remove debris from []Abutment / ❑Steel Trestle ❑LT ❑RT / ❑Expansion Joints ❑ Bridge Deck <br />❑ Repair damaged El Bridge ❑ Approach Railing @ <br />• ic%b't.Actl F—O <br />2 . kEPI pF>c i7dwat,(X>r r� `T u.\,.jbL G+4 > (Z 5it� e'0QA)>c2 Dt^ � <br />-To <br />18 REMARKS: .4 • T2EL► �tR11�(� 1z 'sI%oj ifeeor� nC 's - <br />OVERALL CONDITI RATING: <br />❑9 = New condition; 8 = Very good condition, ❑ 7 = Good condition, structurally sound, need minor Malnt , ❑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 />OTRIDCE INS PECT1ONMI-p f-2-07 B dog Page 3 of 3 <br />
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