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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 ❑ Moldtfungus growth ❑Section Loss - Depth <br />15h. Intermediate Support: <br />❑ Concrete Pile Bent []Drop Cap; []Flush Cap ❑ 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 />15). Piles per Bent: <br />❑3 ❑4 ❑5 ❑6 ❑7 08 ❑ 9 010 ❑ NIA <br />15k. Condition(s): <br />❑ No significant defects noted ❑ Debris & draft caught on pile bent # or pier # @ upstream side of bridge <br />❑ Diagonal cracks 0 ❑ Transverse cracks (D <br />❑ Hairline cracks 0 ❑ Vertical cracks @ <br />❑ Spalling @ ❑ Abrasion @ <br />❑ Undermining @ ❑ Scour 0 <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 @ <br />❑ Undermining @ <br />❑ Other <br />16 CHANNEL <br />16a. Type: 31Trr-pezoid Earth Channel El'U" Shaped Earth Channel El Trapezoid Conc. Lined Channel ElOther <br />16b. Water Depth: -lT ft. ❑ None taken Due to Current too swift ❑ Dry <br />0 Water surfacing is _ ft below top of deck / top of rail <br />16c. Vegetation Growth: ❑ Dense ❑ Moderate [-Light AV% -4 SAC <br />16d. Vag. Growth Location: El Bank ❑Channel Bed ❑ Bank & Channel Bed <br />16e. Condition(s): 0--- <br />significant defects noted <br />❑ Bank Erosion ❑ Channel Degradation ❑ Bank & Channel Bed <br />Other <br />16f. Channel Section: (Upstream): /14, - Z— <br />Abut 11S; MS 4WRt-2 61 9; MS ; Bent 3 ; MS ; Bent 4_; MS ; Bent 5 , MS_ <br />Bent 6 ; MS ; Abut _ @ ; Center Channel <br />Other 6, <br />(Downstream): ✓f <br />Abut Jil.Q ; MS ; aaertt 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 . ElRemove drifts @ Bent / Pier <br />[I Replace damaged approach / bridge rail terminal unit (rD <br />❑ Remove debris from []Abutment / ❑Steel Trestle El LT ❑RT / [I Expansion Joints [IBridge Deck <br />CIRepair damaged ❑Bridge ❑ Approach Railing (co <br />7, 1 ' eL1 / <br />18 REMARKS: d- `'' <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 />O\BRIDGE INSPECTIONSIInsp tone 7-078doc Page 3 of 3 <br />