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BRIDGE INSPECTION REPORT Br. No.: 29C -3L'54- Date Inspected: _qtls lo° Dept. of Public Works San Joaquin County ❑ Scour Damaged @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall ❑ RSP ❑ Other ❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth ❑Section Loss - Depth " ❑ Timber planks decaying due to ❑moistu infiltration ❑ Mold/fungus growth ❑Section Loss - Depth " 15h. Intermediate Support: Concrete Pile Bent ❑Drop Cap, lush Cap ❑ Concrete Pier Wall ❑ Other ❑ Timber Pile Bent w/ 12x12 cap & Diagonal cross bracing ❑ Other 151. Foundation Type (Bent/Pier): L'J Conc Pile (❑ Square; 2 Round; ❑ Octagon) ❑ Pier wall on Spread Footing ❑ Pier wall on Piling ❑ Other _ ❑ Timber Pile on individual concrete footing ❑ Timber Pile on spread footing (grade beam) ❑ Timber Pile❑ Other 15j. Piles per Bent: ❑3 ❑4 US ❑6 07 ❑8 ❑ 9 ❑10 ❑ N/A 15k. Condition(s): ❑ No significant defects noted ❑ Debris & draft caught on pile bent # or pier # @ upstream side of bridge ❑ Diagonal cracks 0 ❑ Transverse cracks 0 ❑ Hairline cracks a ❑ Vertical cracks @ ❑ Spalling @ ❑� 0 /Abrasion ❑ Undermining 0L.l acour @ `F.k:r -*4- f-,e.l� -4 ❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth ❑Section Loss - Depth ' Timber Cap decaying due to ❑moisture infiltration ElMold/fungus growth ❑Section Loss - Depth ` �❑ � Other. � -T7�ty' -1 r-sra�i r'I� "3�� 'Z L 1 - 151. Invert Type (Culvert only): ❑ Concrete ❑ Earth ❑ Other 15m. Condition(s): ❑ No significant defects noted ❑ Abrasion (a ❑ Undermining P ❑ Other 16 CHANNEL 16a. Type: ❑ Trapezoid Earth Channel ❑ "U" Shaped Earth Channel ❑ Trapezoid Conc Lined Channel ❑ Other: 16b. Water Depth: ft. ❑ None taken Due to Current too swift ❑ Dry O'Water surfacing is,p below top of deck / top of rail 16c. Vegetation Growth: [2' Dense ❑ Moderate ❑ Light 16d. Veg. Growth Location: ❑ Bank ❑ Channel Bed 2 MBank & Channel Bed 16e. Condition(s): ❑ No significant defects noted Bank Erosion ❑ Channel Degradation ❑ Bank & Channel Bed Other -4, ea lT -- \S . 16f. Channel Section: (Upstream): Abut 1La; MSL2; Bent 2 � , MS-14E�Bent 3K, MSb__o , Bent 4_; MS , Bent 5 , MS , Bent 6 ; MS , Abut �I @ � Center Channel Other T (Downstream): 00 Abut 1 , MSL ,Bent 2LLt, 'MS/ Bent 3 M ; Bent 4_, MS ; Bent 5 _; MS Bent 6 , MS , Abut 4-@ � L , Center Channel Channel section reference to ❑Top of Bridge Deck ❑ top of rail or top of timber decking ❑ Other 17 WORK RECOMMENDED: ❑Replace missing "P" marker @ ❑ Level Grade Differential @ Abut L1 Sweep Bridge Deck ❑Unclog Deck Drain Access ❑Tree trim to provide clear passage ❑ Remove drifts @ Bent / Pier_ ❑Replace damaged approach / bridge rail terminal unit (a) [j-11'ero1 move debris from UAkW Z 4'3 / ❑Steel Trestle ❑LT ❑RT / ❑Expansion Joints ❑ Bridge Deck ❑ Repair damaged El Bridge ❑ Approach Railing (rD ` ^, ] IrLr'e.� VKOCL— dal u�Q�C � �Gv`t l� J LN 18 REMARKS: JVERALL CONDITION RATING: _! ❑9 = New condition; ElLi 8 = Very good condition; ❑ 7 = Good condition, structurally sound, need minor Maint., u = Fair condition; 05 = Generally fair condition, will need minor reconstruction; 04 = Marginal condition, will need major reconstruction; ❑3 = Poor condition, require repairs; ❑ 2 = Critical condition, require emergency reconstruction; ❑1 = Critical condition, close to traffic O\BRIDGE INSPECTIONSNInsp forth 9-08 doc Page 3 of 3