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BRIDGE INSPECTION REPORT <br />Br. No: 29C _ Date Inspected: %Z it <br />Dept. of Public Works <br />San Joaquin County <br />15h. Intermediate Support: <br />15i. Foundation Type (Bent/Pier) <br />15j. Piles per Bent: <br />15k. Condition(s): <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 />#4,Ck-1 6,40 -!P- "JUJ <br />[Scour Damaged @ ❑ NE ❑ NW ❑ SE fl�IfW Wingwall ❑ RSP ❑ Other <br />❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth ❑Section Loss - Depth <br />" <br />❑ Timber planks decaying due to ❑moisture infiltration❑ Mold/fungus growth ❑Section Loss - Depth <br />" <br />❑ Concrete Pile Bent [:]Drop Cap, ❑Flush Cap 21 Concrete Pier Wall ❑ Other: <br />❑ Timber Pile Bent w/ 12x12 cap & Diagonal cross bracing ❑ Other <br />El Conc Pile (❑ Square, ❑ Round; ❑ Octagon) ier wall on Spread Footing ❑ Pier wall on Piling <br />❑ Other _ <br />❑ Timber Pile on individual concrete footing ❑ Timber Pile on spread footing (grade beam) <br />❑ Timber Pile ❑ Other <br />❑3 04 05 ❑6 07 ❑8 ❑ 9 ❑10 [R"N/A <br />❑ No significant defects noted ❑ Debris & draft caught on pile bent # or pier # @ upstream side of bridge <br />❑ Diagonal cracks 0 ❑ Transverse cracks (ED <br />❑ Hairline cracks 0 ❑ Vertical cracks @ <br />❑ Spalling @ ❑ Abrasion @ <br />❑ Undermining @ Scour @.- <br />❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth ❑Section Loss - Depth <br />" <br />❑ Timber Cap decaying due to [:]moisture infiltration ❑ Mold/fungus growth ❑Se tion Loss - Depth <br />❑ Other: AU— V� S1it0Vtje*5 frrl(� sw'law r,6+'><s <br />^ <br />Q Q <br />b Concrete Earth ❑ Other I'J <br />� -3 <br />❑ No significant defects noted ❑ Abrasion @ <br />❑ Undermining (D <br />❑ Other <br />rapezoid Earth Channel ❑ "U" Shaped Earth Channel <br />ft. ❑ None taken Due to Current too swift <br />❑ Water surfacing is _ ft below top f deck / top of rail <br />❑-./Dense ❑ Moderate Light <br />L,s Bank ❑ Channel Bed ❑ Bank & Channel Bed <br />❑ No significant defects no <br />❑ Trapezoid Conc Lined Channel ❑ Other: <br />❑ Dry <br />❑ Bank Erosion Channel Degradation ❑ Bank & Channel Bed <br />Other: <br />i <br />16f. Channel Section: (Upstream): <br />Abut 1j�� MS , Bent 2U_(-, MS ; Bent 3 4; MS ; Bent 4_; MS , Bent 5 MS <br />Bent 6 ; MS ; Abut -q- @ i I • �, Center Channel <br />Other <br />(Downstream): <br />Abut 1 ��•y, MS Bent 2/- 3 MS " ; Bent 3MS , Bent 4_; MS ; Bent 5 MS <br />t <br />Bent 6 _, MS Abut [ @ I I.0; Center Channel <br />Channel section reference to ❑Top of Bridge Deck op of rail — tnI1 nf t' — Awing ❑ Other <br />17 WORK RECOMMENDED: ❑Replace missing "P" marker @ LkLevel Grade Differential @ Abut A- ❑ Sweep Bridge Deck <br />❑Unclog Deck Drain Access . ❑Tree Vim to provide clear passage ❑ Remove drifts @ Bent / Pier <br />❑Replace damaged approach / bridge rail terminal unit @ <br />❑ Remove debris from ❑Abutment / ❑Steel Trestle ❑LT ❑RT / ❑Expansion Joints ❑ Bridge Deck <br />s"- <br />❑ Repair damaged ❑Bndge ❑ Approach Railing Ct <br />�yy � • 1��cT�.,�c.c� C'nr.1G. 'Q.�. _ � tJ,)/E Cv¢� <br />?s 1 "f�a 'b6c�nS d�lydL s � <br />_) �L <br />18REMARP65: J��.� .� �S� �7 �VA— "C'�kw5:kWfV 4,&ff_ AA" :T'ZVw)S _ <br />OVERALL CONDITION RATING: <br />❑9 = 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 />❑3 = Poor condition, require repairs; ❑ 2 = Critical condition, require emergency reconstruction; ❑1 = Critical condition, close to traffic <br />0 ABRIDGE INSPECTIONSUnsp form 9-09 doc Page 3 of 3 <br />