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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: <br />9---Cloncrete Pile Bent ❑Drop Cap, E5fl'ush Cap ❑ Concrete Pier Wall ❑ Other <br />❑ Timber Pile Bent w/ 12x12 cap & Diagonal cross bracing ❑ Other - <br />15i. Foundation Type (Bent/Pier): <br />9-,"Conc Pile (❑ Square; 0 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: <br />El El 0?'-0 6 ❑7 ❑8 ❑ 9 ❑10 ❑ N/A <br />15k. Condition(s): <br />❑ No significant defects noted ❑ Debris & draft caught on pile bent # or pier # @ upstream side of bridge <br />❑ Diagonal cracks @ ❑ Transverse cracks (ED <br />❑ Hairline cracks @ 0 Vertical cracks @ <br />❑ Spalling (dEl ,vbrasion P 6.k- Ply <br />❑ Undermining @ ❑ Scour @ <br />❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth []Section Loss - Depth <br />El Timber Cap deca ing due ton❑moisture infiltration [IMold/fungus growth [:]Section Loss - Depth <br />L�J Other 41-°P Z -5 <br />151. Invert Type (Culvert only): <br />❑ Concrete Earth ❑ Other <br />15m. Condition(s): <br />❑ No significant defects noted ❑ Abrasion (ED <br />❑ Undermining (ED <br />❑ Other <br />16CHANNEL <br />16a. Type: <br />16b. Water Depth: <br />16c. Vegetation Growth: <br />16d. Veg. Growth Location: <br />16e. Condition(s): <br />Trapezoid Earth Channel ❑ "U" Shaped Earth Channel <br />Q_ ❑ None taken Due to Current too swift <br />❑ Water surfacing is _ ft. below top of deck / top of rail <br />❑ Dense ❑ Moderate Z Light <br />Bank ❑ Channel Bed ❑ Bank & Channel Bed <br />No significant defects noted <br />❑ Trapezoid Conc Lined Channel ❑ Other• <br />❑ Dry <br />k Bank Erosion ❑ Channel Degradation ❑ Bank & Channel Bed <br />Other <br />0A,: , <br />16f. Channel Section: <br />Abut 1'%• G, MP • 5', Bent 2L/- 2 MS ;Bent 3 r� L •� MSU , Bent 4_, MS Bent 5 MS_ <br />Bent 6 , MS ; Abut 1 @3 40 , Center Channel 1,11.16 <br />Other <br />ups: ): <br />Abut 13. Z , MS , Bent u • r• , MS , Bent 311. 7; MS9• I; Bent 4_; MS Bent 5 MS <br />Bent 6 , MS , Abutq @3 •S Center ChannelI - $3 <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 @ a�Lylevel Grade Differential @ Abut ?Sweep Bridge Deck <br />[I Unclog Deck Drain Access []Tree trim to provide Gear passa '' ^[3 emove drifts @ Bent / Pier <br />[]Replace damaged approach / bridge rail terminal unit 0 <br />❑ Remove debris from ❑Abutment / ❑Steel Trestle ❑LT ❑RT / []Expansion Joints ElBridge Deck <br />r ElRepair damaged []BridgeElApproach Railing @ <br />I, <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 />❑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 INSPECTIONSVnsp form 9-08 doe Page 3 of 3 <br />