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BRIDGE INSPECTION REPORT <br />Br No.: 29C - Date Inspected: <br />Dept. of Public Works <br />San Joaquin County <br />14h. Skew: ❑ Yes F<0 14i. Deck Overlay/Treatmen : ❑ A.C. Chip Seal ❑ Methacrylate ❑ Other: <br />14j. Deck Drainage: ❑ Scupper ❑ Vertical Pipe ❑ None /A ❑ Other <br />Condition. []No significant defects note, ❑Clogged from ❑Debris ❑Vegetation growth, Other <br />14k. Deck Condition(s): Surface <br />2 No significant defects note []Pattern ❑Random cracks @ Span ❑ Lt ❑ Rt <br />Condition Rating ❑ Longitudinal cracks @ Span ❑ Concrete ❑ A C Overlay ❑ Lt ❑ Rt <br />(Deck): <br />❑ Transverse cracks @Span El Concrete ❑ A C. Overlay ❑ Lt ❑ Rt <br />' ❑ Scaling ❑ Light []Medium ❑ Heavy ❑ ❑ Lt ❑ Rt <br />❑ Transverse cracks on A.0 overlay between timber planks decking <br />❑ Alligator cracks on A.0 overlay <br />❑/Rebar Delamination found @ Span ❑ Lt ❑ Rt <br />L✓J Deck overlay prevent proper visual inspection ❑ Spall @ Span ❑ Lt ❑ Rt <br />Other <br />Soffit <br />0--No <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/❑1-t ❑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 />V/A ❑ No significant defects noted <br />❑ Diagonal cracks @ Span ❑Lt ❑Rt; ❑ Longitudinal cracks @ Span <br />❑Lt ❑Rt, <br />Condition Rating <br />(Super-struct): <br />❑ Hairline cracks @ Span ❑Lt []Rt. ❑ Vertical cracks @ Span <br />❑Lt ❑Rt; <br />❑ Pattern cracks @ Span ❑Lt []Rt; ❑ Spalling @ Span_[]Lt <br />❑Rt, <br />❑ Timber stringer surface check []End Check []Through Check ❑Water stain Span <br />❑ Lt ❑ Rt _ <br />❑ Timber stringer decaying due to []moisture infiltration ❑ Mold/fungus growth []Section Loss - Depth <br />Damaged Stringer No Span No Span No <br />Span <br />❑ Broken Stringer No Span No Span No <br />Span <br />❑ Bearing damage due to ❑moisture infiltration ❑fungus growth ❑Section Loss - Depth <br />Damaged Stringer No Abutment _ Bent Stringer No <br />Abutment _ Bent <br />❑ Other <br />15. BRIDGE SUBSTRUCTURE / FOUNDATION, <br />15a. Abutment Type: 2 CONoncrete Diaphragm ❑ Timber Bent Abutment (Type End Dam) ❑ Timber pile on Sole plate beanng over Conc. Footing <br />❑ Driven Timber pile ❑ 12x12 cap ❑ 3x12 Planks Backing Timber Pile/Abut Ea ❑12x12 ❑ Round <br />15b. Foundation Type (Abut): ❑ Concrete ❑ Spread Footing ❑ Pile ❑ Other <br />15c. Condition Abut: ❑ No significant defects noted ❑ Longitudinal crack @ <br />Condition ❑ Vertical cracks @ ❑ Transverse cracks @ <br />Rating '% ❑ Abrasion @ all vertical surfaces ❑ Undermining @ Diaphragm <br />(Substruct): I ❑ Scour l) ❑ 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 />❑ Other L.titflj& 4JLf&,CT a,OS/m\J lzAr nl -r,4 w12sop <br />15d. Wing Wall Type: <br />15e. Foundation Type (WW): <br />15f. WW Shape: <br />15g. Condition WW: <br />Gil"Concrete" ❑ Timber(End Dam) "❑ 3x12 Planks Timber Pile ka 012x12 ❑ Round_ <br />❑ Concrete ❑ Spread Footing ❑ Other <br />Straight ❑ Skew ❑ Other <br />R' No significant defects noted ❑ longitudinal crack @ <br />❑ Vertical cracks @ ❑ Transverse cracks @ <br />❑ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall ❑ Graffiti <br />CF <br />A-&-7 1 <br />0 SRIOOE INSPECTIONSUnsp farts 8-08 doc Page 2 of 3 <br />