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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 ❑ Mold/fungus growth []Section Loss - Depth <br />15h. Intermediate Support: Concrete Pile Bent []Drop Cap; ish Cap ❑ Concrete Pier Wall ❑ Other <br />❑ Timber Pile Bent w/ 12x12 camp & Diagonal cross bracing ❑ Other <br />15i. Foundation Type (BenUPier): 0 Conc. Pile (❑ Square; Ld-Kound; ❑ 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: [13❑4 ❑5 ❑6 ❑7 2610 9 ❑10 ❑ N/A <br />15k. Condition(s): Er --No significant defects noted ❑ Debris & draft caught on pile bent # or pier # @ upstream side of bridge <br />❑ Diagonal cracks @ ❑ Transverse cracks @ <br />❑ Hairline cracks (a ❑ Vertical cracks 0 <br />❑ Spalling @ ❑ Abrasion @ <br />❑ Undermining @ ❑ Scour a <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 �d <br />❑ Undermining 0 <br />❑ Other <br />16 CHANNEL <br />16a. Type: rapezoid Earth Channel ❑ "U" Shaped Earth Channel ❑ Trapezoid Conc. Lined Channel ❑ Other: <br />16b. Water Depth: ft ❑ None taken Due to Current too swift 0.6TV— <br />❑ Water surfacingis_ ft. below top of deck / top of rail <br />16c. Vegetation Growth: Dense �tErMModerate ❑ Light <br />16d. Veg. Growth Location: [I Bangor' 2 nannel Bed ❑ Bank & 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): 1— <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: [I 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 />EIReplace damaged approach / bridge rail terminal unit @ <br />❑ Remove debris from []Abutment / ❑Steel Trestle ❑LT ❑RT / []Expansion Joints ❑ Bridge Deck <br />E3Repair damaged ❑Bridge ❑ Approach Railing 0 <br />18 REMARKS: <br />OVERALL CONDIT 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 />03 = Poor condition, require repairs, ❑ 2 = Critical condition, require emergency reconstruction; ❑1 = Critical condition, close to traffic <br />0 %BRIDGE INSPECTIONS\Insp form 2-07 B doc Page 3 of 3 <br />