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BRIDGE INSPECTION REPORT <br />Br No. 29C -4— Date Inspected: 1 S <br />Dept. of Public Works <br />San Joaquin County <br />14h. Skew: [2( Yes ❑No 14i. Deck Overlay/Treatment: (a'A C L27'Chip Seal ❑ Methacrylate ❑ Other <br />14j. Deck Drainage: ❑ Scupper ❑ Vertical Pipe ❑ None ❑ N/A ❑ Other <br />Condibon. ❑No significant defects note, ❑Clogged from ❑Debris ❑Vegetation growth, Other <br />14k. Deck Condition(s): Surface <br />E 'Ncf significant defects note []Pattern El Random cracks @ Span ❑ Lt ❑ Rt <br />Condition Rating ❑ Longitudinal cracks @ Span ❑ Concrete ❑ A C Overlay ❑ Lt ❑ Rt <br />(Deck): / <br />2 Transverse cracks @ Span 2 ❑ Concrete O'A C Overlay E'Ct ❑ Rt <br />❑ Scaling ❑ Light ❑Medium ❑ Heavy ❑ ❑ Lt ❑ Rt <br />❑ Transverse cracks on A.C. overlay between Umber planks decking <br />❑ Alligator cracks on A.C. overlay <br />❑ Rebar Delamination found @ Span ❑ Lt ❑ Rt <br />Er Deck overlay prevent proper visual inspection ❑ Spall @ Span ❑ Lt ❑ Rt <br />Other <br />Soffit <br />0 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 El Corroding <br />[2 /Efflorescence @ Span 0I/❑Lt E!I'Rt; ❑ 2/❑Lt ❑Rt, ❑3/❑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 />(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 />la Concrete Diaphragm ❑ Timber Bent Abutment (Type End Dam) ❑ Timber pile on Sole plate bearing over Conic Footing <br />❑ Driven Timber pile ❑ 12x12 cap ❑ 3xl2 Planks Backing Timber Pile/Abut Ea ❑12xl2 ❑ Round _ <br />15b. Foundation Type (Abut): <br />❑ Concrete ❑ Spread Footing ❑ Pile ❑ Other <br />15c. Condition Abut: <br />2' No significant defects noted ❑ Longitudinal crack @ <br />Condition <br />❑ Vertical cracks @ ❑ Transverse cracks @ <br />Rating dU 6 <br />❑ Abrasion @ all vertical surfaces ❑ Undermining @ Diaphragm <br />(Substruct): <br />❑ Scour id ❑ 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 <br />15d. Wing Wall Type: <br />Concrete ❑ Timber (End Dam) ❑ 3xl2 Planks Timber Pile Ea ❑12xl2 []Round_ <br />15e. Foundation Type (WW): <br />❑ Concrete ❑ Spread Footing ❑ Other _ <br />15f. WW Shape: <br />Straight 4' la' Skew R� ❑ Other <br />15g. Condition WW: <br />Rr"No significant defects noted ❑ longitudinal crack @ <br />❑ Vertical cracks @ ❑ Transverse cracks @ <br />❑ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall ❑ Graffiti <br />O\BRIDGE INSPECTIONS\Insp form 9-08doc Page 2 of 3 <br />