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BRIDGE INSPECTION REPORT <br />Br. No 29C -: � Date Inspected to A b 1016 <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 />❑ Concrete Pile Bent []Drop Cap, ush Cap ❑ Concrete Pier Wall ❑ Other <br />❑_/Timber Pile Bent w/ 12x12 ca & Diagonal cross bracing ❑ Other <br />15i. Foundation Type (Bent/Pier): <br />l� 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 />❑ Tiimb/er Pile El Other <br />15j. Piles per Bent: <br />❑34 [�5 06 ❑7 ❑ El 9 10 N/A �.�Q,(�v• <br />15k. Condition(s): <br />2 �L�No significant defects noted Debris & draft caught on pile bent # �_ or pier # �_ @ upstream side of bridge <br />❑ Diagonal cracks @ ❑ Transverse cracks @ <br />❑ Hairline cracks na ❑ Vertical cracks @ 4' <br />h2 <br />ElSpalling 15 Abrasion @ `R� UMW 4 4' <br />❑ Undermining lcD ❑ Scour (rD <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 a <br />❑ Undermining (D <br />❑ Other <br />16 CHANNEL <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 />'&— 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 MBank & Channel Bed <br />❑ No significant defects noted <br />❑ Trapezoid Conic Lined Channel ❑ Other <br />21�ry <br />❑ Bank Erosion ❑ Channel Degradation ❑ Bank & Channel Bed <br />Other <br />16f. Channel Section: (Upstream): <br />Abut 1, MS Bent 2 MS ;Bent 3i MS ;Bent 4 �.�MS Bent 5 MS_ - <br />Bent 6 , MS AbUtql@ , Center Channel <br />Other <br />(Downstream): / Lf <br />Abut 1 J- ? , amMS , Bent 212.3, MS Bent 31 /.V MS Bent 411.7 Bent 5 MS <br />Bent 6 , MS Abut�(H����@, Center Channel <br />Channel section reference to Top of Bridge Deck ❑ top of rail or top of timber decking ❑ Other <br />r� <br />17 WORK ►2EEAA9DA'PN D: []Replace missing "P" marker @ ❑ Level Grade Differential @ Abut Sweep Bridge Deck <br />V6001A(I • ❑Unclog Deck Dram Access []Tree trim to provide clear passage 2 Imove drafts @ Bent+Piei�- <br />❑Replace damaged approach / bridge rail terminal unit a T%'^Msro <br />❑ Remove debris from []Abutment / ❑Steel Trestle ❑LT ❑RT / ❑Expansion Joints ❑ Bridge Deck <br />❑ Repair damaged ❑Bridge ❑ Approach Railing (d) <br />VV <br />18 REMARKS: ���1-�a \a(� �cll��l�l, -E=�Q/�Iv �s".� Jed_• �J <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 />❑3 = Poor condition, require repairs; ❑ 2 = Critical condition, require emergency reconstruction; ❑1 = Critical condition, close to traffic <br />0\BRIDGE INSPECTIONSVnsp tom "6 doe Page 3 of 3 <br />