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BRIDGE INSPECTION REPORT <br />Br. No.: 29C - Date Inspected <br />14h. Skew: <br />14j. Deck Drainage: <br />14k. Deck Condition(s): <br />Condition Rating <br />(Deck): <br />Dept. of Public Works <br />San Joaquin County <br />bd Yes ❑No 141. Deck Overtay/Treatme t: ❑ A.C. Chip Seal ❑ Methacrylate [I Other <br />[I Scupper [I Vertical Pipe ❑ None N/A ❑ Other <br />Condition: El No significant defects note, ❑Clogged from ❑Debns ❑Vegetation growth; Other. <br />Surface <br />❑ No significant defects note []Pattern []Random cracks (M Span ❑ Lt ❑ Rt <br />❑ Longitudinal cracks (d Span ❑ Concrete ❑ A.C. Overlay ❑ Lt ❑ Rt <br />❑ Transverse cracks @ Span ❑ Concrete ❑ A.C. Overlay ❑ Lt ❑ Rt <br />❑ Scaling: ❑ Light ❑Medium ❑ Heavy ❑ ❑ Lt ❑ Rt <br />❑ Transverse cracks on A.C. overlay between timber planks decking <br />❑ Alligator cracks on A.C. overlay <br />❑ Rebar Delamination found @ Span ❑ Lt ❑ Rt <br />LNr Deck overlay prevent proper visual Inspection ❑ Spell @ Span ❑ Lt ❑ Rt <br />Other <br />Soffit <br />❑ No significant defects note ❑ Pattern cracks @ Span ❑ Lt ❑ Rt <br />❑ Longitudinal cracks @ Span ❑ Lt ❑ Rt <br />Transverse cracks @ Span ❑1 Lt [I Rt <br />Er Hairline Cracks @ Span 'i� CJ L�t 2 <br />1 <br />Rt ❑ Abrasion <br />❑ Reber exposure []Section Loss ❑ Corroding <br />❑ Efflorescence @ Span ❑ 1/❑Lt ❑Rt; ❑ 2/❑Lt ❑Rt; ❑3/01-1: ❑Rt; ❑4/❑Lt ❑ Rt; 05/ ❑Lt ❑ Rt; <br />❑Corrosion on metal decking @ Span ❑ Lt ❑ Rt Span ❑ Lt ❑ Rt ❑Section Loss <br />❑ Timber planks decaying due to []moisture infiltration ❑fungus growth []Section Loss - Depth ' <br />@ Span ❑ Lt ❑ Rt Span ❑ Lt ❑ Rt Span ❑ Lt ❑ Rt <br />❑ Other <br />141 Super Struct. Condition(s) other then Deck: <br />Ia N/A ❑ No significant defects noted <br />❑ Diagonal cracks @ Span ❑Lt ❑Rt; ❑ Longitudinal cracks @ Span ❑Lt ❑Rt; <br />Condition Rating <br />(Super-struct): <br />❑ Hairline cracks @ Span ❑Lt []Rt; ❑ Vertical cracks @ Span ❑Lt ❑Rt; <br />❑ Pattern cracks @ Span ❑Lt ❑Rt; ❑ Spalling @ Span ❑Lt ❑Rt; <br />❑ Timber stringer surface check []End Check ❑Through Check ❑Water stain Span ❑ Lt ❑ Rt <br />❑ Timber stringer decaying due to []moisture infiltration ❑ Mold/fungus growth ❑Section Loss - Depth ' <br />Damaged Stringer No Span No Span No Span <br />❑ Broken Stringer No Span No Span No Span <br />❑ Bearing damage due to ❑moisture infiltration []fungus growth []Section Loss - Depth <br />Damaged Stringer No Abutment _ Bent Stringer No Abutment _ Bent <br />❑ Other: <br />15. BRIDGE SUBSTRUCTURE / FOUNDATION <br />15a. Abutment Type: <br />ffIOConcrete Diaphragm ❑ Timber Bent Abutment (Type End Dam) ❑ Timber pile on Sole plate bearing over Conc Footing <br />❑ Driven Timber pile ❑ 12x12 cap ❑ 3x12 Planks Backing Timber Pile/Abut. Ea ❑ 12x12 ❑ Round <br />15b. Foundation Type (Abut): <br />Spread Footing PIle ❑ Other <br />[I Concrete ❑ _ <br />15c. Condition Abut: <br />❑ No significant defects noted ❑ Longitudinal crack @ <br />Condition <br />❑ Vertical cracks @ ❑ Transverse cracks @ <br />Rating % _ <br />❑ Abrasion @ all vertical surfaces 9--6ndennining @ Diaphragm <br />(Substruct): (� <br />❑ Scour @ ❑ RSP ❑ Graffiti <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 />Lal Other A*—^'T <br />Z <br />15d. Wing Walt Type: <br />Lrl Concrete ❑ Tl�mber (End Dam) ❑ 3x12 Planks Timber Pile Ea 012x12 ❑ Round <br />15e. Foundation Type (WW): <br />C? Concrete ❑ Spread Footing ❑ Other <br />15f. WW Shape:[/Straight <br />❑ Skew ❑ Other <br />15g. Condition WW: <br />i,G No significant defects noted ❑ longitudinal crack @ <br />❑ Vertical cracks @ ❑ Transverse cracks @ <br />❑ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall ❑ Graffiti <br />0 $BRIDGE INSPECTIONSUnsp lcm14AE doc Page 2 of 3 <br />