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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 214 141. Deck Overlay/Treatme t: [I A.C. [I Chip Seal ❑ Methacrylate ❑ Other. <br />14J. Deck Drainage: ❑ Scupper [I Vertical Pipe ❑ None NIA ❑ Other <br />Condition: ❑No significant defects note; ❑Clogged from ❑Debris ❑Vegetation growth; Other: <br />14k. Deck Condition(s): Surf ce ��/� �� <br />No significant defects note 015attem ❑Random cracks @ Span dt{/ O"Lt n t <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 />❑ 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 />❑ Reber Delamination found @ Span ❑ Lt ❑ Rt <br />❑ Deck overlay prevent proper visual inspection ❑ Spell @ 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; 03/01-t ❑Rt; ❑4/❑Lt ❑ Rt; ❑5/ ❑Lt ❑ Rt; <br />❑Corrosion on metal decking @ Spari ❑ 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 />[�I' 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 I FOUNDATION <br />15a. Abutment Type: <br />M C"oncrete Diaphragm ❑ Timber Bent Abutment (Type End Dam) ❑ Timber pile on Sole plate bearing over Conc. Footing <br />❑ Driven Timber pile ❑ 12xl2 cap ❑ 3x12 Planks Backing Timber Pile/Abut. Ea 012x12 ❑ Round _ <br />15b. Foundation Type (Abut): <br />9 Concrete ❑ Spread Footing ❑ Pile ❑ Other <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 ❑ Undermining @ 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 ❑moi n ❑ Moldtfungus growth []Section Loss - Depth " <br />❑ Other�/`t%i�TJG�G7 <br />15d. Wing Wall Type: <br />E/Concrete ❑ Timber (End Dam) ❑ 3x12 Planks Timber Pile Ea ❑12x12 ❑ Round <br />15e. Foundation Type (WW): <br />2--Concrete ❑ Spread Footing ❑ Other <br />15f. WW Shape: <br />�j� traight ❑ Skew ❑ Other <br />15g. Condition WW: <br />I 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 INSPECTIONSIInspl-4-08doc Page 2 of 3 <br />