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BRIDGE INSPECTION REPORT Dept. of Public Works <br />Br. No.: 29C - Date Inspected: Sari 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: Q"'Concrete Pile Bent [3 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): 12 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. Plies per Bent: ❑3 9Q4 ❑5 06 ❑7 08 ❑ 9 ❑10 ❑ N/A <br />15k. Condition(s): 2-1'Jo significant defects noted ❑ Debris & draft caught on pile bent # or pier # @ upstream side of bridge <br />151. Invert Type (Culvert only): <br />16 CHANNEL <br />15m. Condition(s): <br />16a. Type: <br />16b. Water Depth: <br />16c. Vegetation Growth: <br />16d. Veg. Growth Location: <br />16e. Condition(s): <br />❑ Diagonal cracks @ ❑ Transverse cracks (P <br />❑ Hairline cracks 0 ❑ Vertical cracks (D <br />❑ Spalling @ ❑ Abrasion P <br />❑ Undermining @ ❑ Scour @ <br />❑ Timber Pile is decaying due to ❑ Aging ❑ Moldtfungus growth ❑Section Loss - Depth <br />❑ Timber Cap decaying due to ❑moisturise infiltration ❑ Mold/fungus growth ❑Section Loss - Depth <br />L�l Other: 1`3VilG�UA? (� RF�vT�t� 7.— <br />❑ Concrete — ❑ Earth ll ❑ Other <br />❑ No significant defects noted ❑ Abrasion (M <br />❑ Undermining (d) <br />❑ Other <br />❑ Trapezoid Earth Channel 2 -U' Shaped Earth Channel <br />,k ft. ❑ None taken Due to Current too swift <br />[I Water surfacing is _ ft. below top of deck / top of rail <br />R Dense ❑ Moderate ❑ Light <br />❑ Bank ❑ Channel Bed [Bank & Channel Bed <br />[a' No significant defects noted <br />❑ Trapezoid Conc Lined Channel ❑ Other: <br />❑ Dry <br />[-Bank Erosion 7 [I Channel Degradation [I Bank & Channel Bed <br />Other: Li GL.AI;,'� '4-- AZ'CrA'C'T <br />16f. Channel Section: <br />(Upstreamp) <br />Abut 13. t MS Bent 2 �V MS Bent 3 7 _� MS Bent 43_I MS Bent 5 <br />; ; , , , ; ; ; MS , <br />Bent 6 ; MS ; Abut _ @ ; Center Channel !O, <br />Other <br />(Downstream): <br />Abut 1'Z•S ; MS ; Bent 2 , MS ; Bent 3 �.�, MS ; Bent 4 L;MS Bent 5 _; MS , <br />Bent 6 ; MS , Abut _ @ _; Center Channel 10, Z <br />Channel section reference to []Top of Bridge Deck ❑ top of rail or top of timber decking ❑ Other <br />17 WORK RECOMMENDED: <br />[I Replace missing 'P' marker @ ❑ Level Grade Differential @ Abut ❑ Sweep Bridge Deck 1 <br />El Unclog Deck Drain Access []Tree trim to provide clear passage WRemove drifts @ Bent 0 Faun <br />❑Replace damaged approach / bridge rail terminal unit 0 <br />❑ Remove debris from []Abutment / []Steel Trestle []LT ❑RT / []Expansion Joints ❑ Bridge Deck <br />! <br />❑ Repair damaged [I Bridge ❑ Approach Railing 0 <br />—12!9 e <br />18 REMARKS: <br />�, V <br />OVERALL CONDITION RATING: <br />❑9 = New condition; ❑ 8 = Very good condition; ❑ 7 = Good condition, structurally sound, need minor Maint.; 26 = 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 INSPECTIONSUnsp loan 4-08 dx Page 3 of 3 <br />