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BRIDGE INSPECTION REPORT <br />Br. No : 29C - _ Date Inspected: 15On <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 [3Mold/fungus growth []Section Loss - Depth <br />15h. Intermediate Support: ❑ Concrete Pile Bent []Drop Cap, El Flush Cap L7 C'.oncrete Pier Wall ❑ Other <br />❑ Timber Pile Bent w/ 12x12 cap & Diagonal cross bracing ❑ Other <br />151. 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 ❑7 ❑8 ❑ 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 0 <br />❑ Hairline cracks rm ❑ Vertical cracks 0 <br />❑ Spatting @ ❑ Abrasion 0 <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): ❑ Concrete ❑ Earth ❑ Other <br />15m. Condition(s): ❑ No significant defects noted ❑ Abrasion na <br />❑ Undermining @ <br />❑ Other <br />16 CHANNEL <br />16a. Type: ZTrapezoid Earth Channel ❑ "U' Shaped Earth Channel ❑ Trapezoid Conc Lined Channel ❑ Other <br />16b. Water Depth: 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: 0- Dense ❑ Moderate ❑ Light <br />16d. Veg. Growth Location: wank ❑ Channel Bed ❑ Bank & Channel Bed <br />16e. Condition(s): ❑ No significant defects noted <br />❑ Bank Erosion ❑ Channel Degradation ❑ Bank & Channel Bed <br />Other Tvz2 62� -4� / LT <br />I <br />16f. Channel Section: (Upstream): <br />Abut 1 `] "] MS Bent MSLZ ; Bent 3 ; MS ; Bent 4 , MS , Bent 5 MS <br />2Z -' <br />Bent 6 ; MS ; Abut a @ qA—; Center Channel <br />Other <br />(Downstream): <br />Abut 1MSS ; Bent; MS�, Bent 3 MS ;Bent 4_; MS Bent 5 MS <br />Bent 6 MS Abut @q; 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 />El Unclog Deck Drain Access []Tree trim to provide clear passage ❑ Remove drifts @ Bent / Pier <br />El Replace damaged approach / bridge rail terminal unit @ <br />❑ Remove debris from []Abutment / []Steel Trestle ❑LT ❑RT / ❑Expansion Joints ❑ Bridge Deck <br />❑ Repair damaged ❑ Bridge ❑ Approach Railing (cD <br />• d R Ll 'Op'eS?�i <br />18REMARKS: P ��M�V� t�Ted �20�t lt�o <br />JVERALL CONDITION RATING: <br />❑9 = New condition; 9 8 = Very good condition; ❑ 7 = Good condition, structurally sound, need minor Maint.; ❑6 = Fair condition, <br />❑5 = Generally fair condition, will need minor reconstruction; 04 = 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 1BRIDGE INSPECTIONnnsp 1-9-08 doc Page 3 of 3 <br />