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:RIDGE 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 [3 Section Loss - Depth " <br />❑ Timber planks decaying due to ❑moisture infiltration ❑ Mold/fungus growth ❑Section Loss - Depth " <br />15h. Intermediate Support: [Y'Concrete Pile Bent El Drop Cap, 26ush Cap ❑ Concrete Pier Wall ❑ Other <br />❑Timber Pile Bent w/ 12x12 cap & Diagonal cross bracing ❑ Other <br />15i. Foundation Type (Bent/Pier): L7,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 El Other <br />15j. Piles per Bent: ❑3 ❑4 L75 ❑6 ❑7 ❑8 ❑ 9 ❑10 ❑ N/A <br />15k. Condition(s): &�r No significant defects noted ❑ Debris & draft caught on pile bent # or pier # @ upstream side of bridge <br />❑ Diagonal cracks @ ❑ Transverse cracks (rD <br />❑ Hairline cracks @ ❑ Vertical cracks @ <br />❑ Spalling @ ❑ Abrasion @ <br />❑ Undermining @ ❑ 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): ❑ Concrete ❑ Earth ❑ Other <br />15m. Condition(s): ❑ No significant defects noted ❑ Abrasion @ <br />❑ Undermining (p <br />❑ Other <br />16 CHANNEL _ C <br />16a. Type: I3 i rapezoid Earth Channel ❑ "U" Shaped Earth Channel ❑ Trapezoid Conc Lined Channel ❑ Other <br />16b. Water Depth: I•S-k ft ❑ None taken Due to Current too swift ❑ Dry <br />❑ Water surfacing is _ ft below top of deck / top of rail <br />16c. Vegetation Growth: ["Dense ❑ Moderate ❑ Light <br />16d. Veg. Growth Location: 2'- Bank ❑ Channel Bed ❑ Bank & Channel Bed <br />16e. Condition(s): [fir No significant defects noted <br />❑ Bank Erosion ❑ Channel Degradation ❑ Bank & Channel Bed <br />Other <br />16f. Channel Section: (Upstream): <br />Abut 1 �, MS , Bent 2G.$ , MIST. , Bent 3 MS Bent 4_, MS , Bent 5 MS <br />Bent 6 , MS , Abut 4 @ S.d, Center Channel <br />Other <br />(Downstream): <br />Abut 1 5.j , MS , Bent 2�, MS IO r2 Bent 3 S 5 , MS Bent 4_, MS Bent 5 MS <br />Bent 6 MS , Abut A @'Jr .0 Center Channel <br />Channel section reference to ❑Top of Bridge Deck ❑ top of rail or top of timber decking ❑ Other <br />17 WORK RECOMMENDED: QReplace missing "P" marker @ 1&L GAR ., &ILevel Grade Differential @ Abut A , ❑ Sweep Bridge Deck <br />❑Unclog Deck Drain Access 63* ree trim to provide clear passage ❑ Remove drifts @ Bent / Pier <br />❑Replace damaged approach / bridge rail terminal unit (ED <br />❑ Remove debris from ❑Abutment / ❑Steel Trestle ❑LT ❑RT / ❑Expansion Joints ❑ Bridge Deck <br />❑ Repair damaged El Bridge ❑ Approach Railing na <br />18 REMARKS: <br />OVERALL CONDITION 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 />O \BRIDGE INSPECTIONS\Insp form 2-07 B doc Page 3 of 3 <br />