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BRIDGE INSPECTION REPORT Dept. of Public Works <br />Br No 29C - Date Inspected 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 ❑ 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 w/ 12x12 cap & Diagonal cross bracing ❑ Other <br />15i. Foundation Type (Bent/Pier): ❑ 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 El El ❑ 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 @ <br />❑ Hairline cracks (d) ❑ Vertical cracks rah <br />❑ Spalling (d) ❑ 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 <br />16 CHANNEL <br />15m. Condition(s) <br />16a. Type: <br />16b. Water Depth: <br />16c. Vegetation Growth: <br />16d. Veg Growth Location: <br />16e. Condition(s): <br />16f. Channel Section <br />❑ No significant defects noted <br />❑ Undermining @ <br />❑ Other <br />❑ Other <br />❑ Abrasion (D <br />❑ Trapezoid Earth Channel ❑ "U" Shaped Earth Channel <br />ft ❑ None taken Due to Current too swift <br />❑ Water surfacing is ft below top of deck / top of rail <br />❑ Dense ❑ Moderate ❑ Light <br />❑ Bank ❑ Channel Bed ❑ Bank & Channel Bed <br />❑ No significant defects noted <br />❑ Trapezoid Conc Lined Channel ❑ Other <br />❑ Dry <br />❑ Bank Erosion ❑ Channel Degradation ❑ Bank & Channel Bed <br />Other <br />(Upstream): <br />Abut 1 MS , Bent 2 , MS <br />Bent 6 , MS Abut _ @ <br />Other <br />, Bent 3 MS , Bent 4_, MS , Bent 5 , MS <br />Center Channel <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: 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 />- <br />❑Replace damaged approach / bridge rail terminal unit rail <br />❑ Remove debris from ❑Abutment / El Steel Trestle El LT ❑RT / El Expansion Joints ❑ Bridge Deck <br />❑ Repair damaged ❑Bridge ❑ Approach Railing @ <br />18 REMARKS: <br />OVERALL CONDITION RATING: <br />❑9 = New condition, ❑ 8 = Very good condition, ❑ 7 = Good condition, structurally sound, need minor Maint , ❑6 = Fair condition, <br />05 = 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 INSPECTIONS\Insp Form 9-08 d- Page 3 of 3 <br />