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2008-29C-312c
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2008-29C-312c
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Last modified
6/3/2025 11:56:09 AM
Creation date
6/3/2025 11:55:59 AM
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Supporting Docs - Bridge
Bridge #
29C-312
Type - Bridge Supporting Doc
Inspection
Name
Tom Paine Slough - Paradise Road
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BRIDGE INSPECTION REPORT Dept. of Public Works <br />Br. No.: 29C - Date Inspected: 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 />❑ Tiii ber planks decaying due to ❑moisture infiltration ❑ Mold/fungus growth ❑Section Loss - Depth " <br />15h. Intermediate Support: pd Concrete Pile Bent [I Drop Cap; [3 Flush Cap ❑ Concrete Pier Wall ❑ Other <br />❑ Timber Pile Bent w/ 12x12 cap & Diagonal cross bracing ❑ Other <br />151. Foundation Type (Bent/Pler): C�Conc. Pile (❑ Square; [I Round; R'votagon) ❑ 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 & ❑5 ❑6 07 ❑8 ❑ 9 ❑10 ❑ N/A <br />15k. Condition(s): L- 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 @ ❑ Vertical cracks @ <br />❑ Spelling @ ❑ Abrasion (cD <br />❑ Undermining (d) ❑ Scour (ED <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 />154 Invert Type (Culvert only): ❑ Concrete ❑ Earth <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 />❑ No significant defects noted <br />❑ Undermining (ED <br />❑ Other <br />❑ Other <br />❑ Abrasion 0 <br />❑ Trapezoid Earth Channel B"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 />C2,"Dense ❑ Moderate ❑ Light <br />No <br />❑ Channel Bed ❑ Bank & Channel Bed <br />l No significant defects noted <br />❑ Trapezoid Conc Lined Channel ❑ Other: <br />❑ Dry <br />❑ Bank Erosion ❑ Channel Degradation ❑ Bank & Channel Bed <br />Other: <br />16f. Channel Section: (Upstream): `� <br />Abut 1; MS , Bent go, <br />S ; Bent 3 � MS ; Bent 4LS ;Bent 5 ` MS <br />Bent 6 ; MS Abut' Center Channel <br />Other <br />(Downstream): <br />Abut 1 ; MS , Bent 2 , MS , Bent 3 , MS ; Bent 4_; MS ; Bent 5 ; MS , <br />Bent 6 _, MS ; Abut _ @ _; 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 @ � Er6vel Grade Differential @ Abut ❑ Sweep Bridge Deck <br />[]Unclog Deck Drain Access . RT ree trim to provide clear passage Remove drifts @ Bent / Pier <br />`s <br />❑Replace damaged approach /bridge rail terminal unit al) <br />❑ Remove debris from ❑Abutment / ❑Steel Trestle ❑LT ❑RT / []Expansion Joints ❑ Bridge Deck <br />❑ Repair damed []Bridge []Approach Railing @ <br />" Cz ir1 k <" Go".iip t I ..J <br />18 REMARKS: ! y/]�% C_•a-,Ivr�it��`=c ` ems• <br />OVERALL CONDITION RATING: <br />09 = New condition; ❑ 8 = Very good condition; ❑ 7 = Good condition, structurally sound, need minor Maint.; ❑6 = Fair condition; <br />05 = 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 />01BRIDGE INSPECTIONSIJ-p form 4-08 d. Page 3 of 3 <br />
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