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2009co-29C-355
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2009co-29C-355
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Last modified
6/3/2025 2:21:27 PM
Creation date
6/3/2025 2:21:11 PM
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Supporting Docs - Bridge
Bridge #
29C-355
Type - Bridge Supporting Doc
Inspection
Name
Lone Tree Creek - Austin Road
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BRIDGE INSPECTION REPORT <br />Br. No. 29C 3 1t) 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 />Y Concrete Pile Bent ❑Drop Cap, []flush Cap ❑ Concrete Pier Wall ❑ Other <br />❑ Timber Pile Bent w/ 12x12cap & Diagonal cross bracing ElOther: <br />151. Foundation Type (BenVPier): <br />Round, ❑ Octagon) ❑ Pier wall on Spread Footing ❑ Pier wall on Piling ❑ Other_ <br />ICY Conc Pile (❑ Square, El - <br />❑ Timber Pile on individual concrete footing ❑ Timber Pile on spread footing (grade beam) <br />❑ Timber P l ❑ Other <br />15j. Piles per Bent: <br />❑3 ❑4 5 ❑6 ❑7 ❑8 ❑ 9 ❑10 ❑ N/A <br />15k. Condition(s): <br />2-'-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 0 ❑ Vertical cracks @ <br />❑ Spalling @ ❑ Abrasion (rD <br />❑ Undermining (D ❑ Scour (cD <br />❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth ❑Section Loss - Depth ' <br />❑ Timber Cap decaying due to ire infiltration ❑ Mold/fungus growth ❑Section Loss - Depth " <br />[! Other Vt4 F [ 1 i.I,T 2 <br />I <br />15G Invert Type (Culvert only): <br />❑ Concrete ❑ Earth ❑ Other <br />15m. Condition(s): <br />❑ No significant defects noted ❑ Abrasion @ <br />❑ Undermining @ <br />❑ Other <br />16 CHANNEL <br />16a. Type: ❑ Trapezoid Earth Channel <br />❑ "U" Shaped Earttl Channel ❑ Trapezoid Conc Lined Channel ❑ Other <br />16b. Water Depth: ft O None taken Due to urre swift ❑ Dry <br />❑'Water surfacing is7: ft. below top of deck / top of rail <br />16c. Vegetation Growth: [:' Dense ❑ Moderate ❑ Light <br />16d. Veg. Growth Location: Bank ❑ Channel Bed ❑ Bank & Channel Bed <br />16e. Condition(s): ❑ No significant defects noted <br />eT'Bank Erosion 22--❑ Channel Degradation El Bank & Channel Bed <br />Other Q 0° 4-1 3 <br />16f. Channel Section: (Upstream): <br />Abut 1�0 MS ,Bent 2q. 0 , MS Bent 3 MS Bent 4_, MS Bent 5 MS <br />Bent 6 ; MS ; Abut-3— Z Center Channel / / ��,�pvc�. �/f t% 3 <br />Other 7 <br />(Downstream): <br />Abut 1, MS� ; Bent 25; MS.Z; Bent 3 MS ; Bent 4_, MS Bent 5 MS <br />Bent 6 , MS , Abul3 @ 31; Center Channel <br />Channel section reference to 2Top of Bridge Deck ❑ top of rail or top of timberZA?o 40h r <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 />❑Replace damaged approach /__bydge rail terminal unit (cD <br />Remove debris from [ ;4A 12V-/ []Steel Trestle ❑LT ❑RT / ❑Expansion Joints ❑ Bridge Deck <br />❑ Repair damaged [I Bridge ❑ Approach Railing (ED <br />1,6marl'olL S C CA.% <br />18 REMARKS: <br />JVERALL CONDITION RATING: �` <br />09 = New condition; El = Very good condition; L-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 />O\BRIDGE INSPECTIONSM-p 1— 9-08 doc Page 3 of 3 <br />
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