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BRIDGE INSPECTION REPORT <br />Dept of Public Works <br />San Joaquin County <br />14h. Skew: Ly Yes �❑ %o <br />14i. Deck Overlay/Treatment: ❑ AC. <br />p' Chip Seal ❑ Methacrylate ❑ Other. <br />14j. Deck Drainage: []Scupper ❑ N/A ❑ Other <br />14k. Deck Condition(s): Surface <br />No significant defects note ❑ Pattern cracks @ Span ❑ Lt ❑ Rt <br />Condition Rating ❑ Longitudinal cracks @ Span ❑ Concrete ❑ A.C. Overlay ❑ Lt ❑ Rt <br />(Deck): <br />❑ Transverse cracks @ Span ❑ Concrete ❑ A.C. Overlay ❑ Lt ❑ Rt <br />❑ Hairline Cracks @ Span ❑ Concrete ❑ A.0 Overlay ❑ Lt ❑ Rt <br />❑ Transverse cracks on A C overlay between timber planks deckinq <br />❑ Alligator cracks on A C overlay <br />❑ Rebar Delamination found @ Span ❑ Lt ❑ Rt <br />Q- Deck overlay prevent proper visual inspection ❑ Spall @ Span ❑ Lt ❑ Rt <br />Other <br />Soffi <br />No significant defects note ❑ Pattern cracks @ Span ❑ Lt ❑ Rt <br />❑ Longitudinal cracks @ Span ❑ Lt ❑ Rt <br />❑ Transverse cracks @ Span ❑ Lt ❑ Rt <br />❑ Hairline Cracks @ Span ❑ Lt ❑ Rt ❑ Abrasion <br />❑ Rebar exposure ❑Section Loss ❑ Corroding <br />❑ Efflorescence @ Span ❑ 1/❑Lt ❑Rt, ❑ 2/❑Lt ❑Rt, 03/❑Lt ❑Rt, ❑4/❑Lt ❑ Rt, ❑5/ ❑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 />❑ N/A ❑ No significant defects noted <br />❑ Diagonal cracks @ Span []Lt []Rt, ❑ Longitudinal cracks @ Span ❑Lt ❑Rt, <br />Condition Rating <br />❑ Hairline cracks @ Span []Lt ❑Rt, ❑ Vertical cracks @ Span ❑Lt ❑Rt, <br />(Super-struct) <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 />[Concrete 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 ❑12xl2 ❑ Round <br />15b. Foundation Type (Abut): <br />[I Concrete ❑ Spread Footing Cj-Pilet ❑ Other <br />15c. Condition Abut: <br />Eg' No significant defects noted ❑ Longitudinal crack @ <br />Condition <br />❑ Vertical cracks @ ❑ Transverse cracks @ <br />Rating <br />[IAbrasion @ all vertical surfaces ElUndermining @ Diaphragm <br />(Substruct): <br />❑ scour @ ❑ RSP <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 />❑Other <br />15d. Wing Wall Type: <br />/Concrete ❑ Timber (End Dam) ❑ 3x12 Planks Timber Pile Ea 012x12 ❑ Round <br />9 <br />15e. Foundation Type (WW): <br />❑ Concrete ❑ Spread Footing ❑ Other <br />15f. WW Shape: <br />Straight Skew L /& ❑ Other <br />—* e- %� <br />E \BRIDGE INSPECTIONSVnsp form }pg dac <br />2 of 3 v PriMetl on 5-V2006 <br />