2009co-29C-354 - Laserfiche WebLink

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BRIDGE INSPECTION REPORT Br. No - 29C - 54 Date Inspected: 1 S Dept. of Public Works San Joaquin County 14h. Skew: Q'Yes ❑No 14i. Deck Overlay/Treatment: ❑ A C ❑ Chip Seal ❑ Methacrylate []Other: 14j. Deck Drainage: ❑ Scupper ❑ Vertical Pipe Z None ❑ N/A ❑ Other Condition ❑No significant defects note, ❑Clogged from ❑Debns []Vegetation growth, Other 14k. Deck Condition(s): Surf ce No significant defects note ❑Pattern ❑Random cracks @ Span ❑ Lt ❑ Rt Condition Rating ❑ Longitudinal cracks @ Span ❑ Concrete ❑ A C. Overlay ❑ Lt ❑ Rt (Deck): �j ❑ Transverse cracks @ Span ❑ Concrete ❑ A C. Overlay ❑ Lt ❑ Rt ❑ Scaling ❑ Light ❑Medium ❑ Heavy ❑ ❑ Lt ❑ Rt ❑ Transverse cracks on A.0 overlay between timber planks decking ❑ Alligator cracks on A.C. overlay ❑ Rebar Delaminabon found @ Span ❑ Lt ❑ Rt 01"Deck overlay prevent proper visual inspection ❑ Spall @ Span ❑ Lt ❑ Rt Other Soffit P11"No significant defects note ❑ Pattern cracks @ Span ❑ Lt ❑ Rt ❑ Longitudinal cracks @ Span ❑ Lt ❑ Rt ❑ Transverse cracks @ Span ❑ Lt ❑ Rt ❑' Hairline Cracks @ Span AA%-- GrLt 0 Rt ❑ Abrasion ❑ Rebar exposure ❑Section Loss ❑ Corroding ❑ Efflorescence @ Span ❑ 1/❑Lt ❑Rt, ❑ 2/❑Lt ❑Rt, ❑3/❑Lt ❑Rt, ❑4/❑Lt ❑ Rt; 05/ ❑Lt ❑ Rt, ❑Corrosion on metal decking @ Span ❑ Lt ❑ Rt Span ❑ Lt ❑ Rt []Section Loss ❑ Timber planks decaying due to ❑moisture infiltration []fungus growth ❑Section Loss - Depth @ Span ❑ Lt ❑ Rt Span ❑ Lt ❑ Rt Span ❑ Lt ❑ Rt _ ❑ Other 141. Super Struct. Condition(s) other then Deck: N/A ❑ No significant defects noted ❑ Diagonal cracks @ Span ❑Lt ❑Rt, ❑ Longitudinal cracks @ Span ❑Lt ❑Rt Condition Rating ❑ Hairline cracks an (Super -strut!): � @ SP ❑Lt ❑Rt, ❑ Vertical cracks @ Span El Pattern ❑Rt, Pattern cracks @ Span ❑❑ Lt Rt [ISpalling @ Span [I Lt El Rt; ❑ Timber stringer surface check El End Check ❑Through Check ❑Water stain Span ❑ Lt ❑ Rt _ ❑ Timber stringer decaying due to ❑moisture infiltration ❑ Mold/fungus growth []Section Loss - Depth Damaged Stringer No Span No Span No Span ❑ Broken Stringer No Span No Span No Span ❑ Bearing damage due to ❑moisture infiltration ❑fungus growth ❑Section Loss - Depth Damaged Stringer No Abutment _ Bent Stringer No Abutment _ Bent ❑ Other 15. BRIDGE SUBSTRUCTURE / FOUNDATION 15a. Abutment Type: a Concrete Diaphragm ❑ Timber Bent Abutment (Type End Dam) ❑ Timber pile on Sole plate bearing over Conc Footing ❑ Driven Timber pile ❑ 12x12 cap ❑ 3x12 Planks Backing Timber Pile/Abut Ea ❑12x12 ❑ Round _ 15b. Foundation Type (Abut): ❑ Concrete ❑ Spread Footing Er Pile ❑ Other 15c. Condition Abut: ❑ No significant defects noted ❑ Longitudinal crack @ Condition ❑ Vertical cracks @ ❑ Transverse cracks @ Rating / % ❑ Abrasion @ all vertical 2urfacps ❑ Undermining @ Diaphragm (Substruct): b�,0' Scour @ ❑ RSP ❑ Graffiti ❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth ❑Section Loss - Depth ❑ Timber planks decaying due to ❑moisture infiltration ❑ Mold/fungus growth ❑Section Loss - Depth ^ ❑ Other t tt3ea lk .� 1 �y �0s4 � kT 1 *, 4 y�A"n 6 4g�tCr,��c C')w T� .A��nTA SiIr2 LS16^$ d-c 15d. Wing Wall Type: Ef Concrete ❑ Timber (End Dam) ❑ 3x12 Planks Timber ile Ea ❑12x12 ❑ Round _ Gfo� 15e. Foundation Type (WW): ❑ Concrete ❑ Spread Footing ❑ Other �� 15f. WW Shape: + Straight ❑ Skew ❑ Other 15g. Condition WW: ENo significant defects noted ❑ longitudinal crack @ ❑ Vertical cracks @ ❑ Transverse cracks @ ❑ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall ❑ Graffiti 0 \BRIDGE INSPECTIONUnsp corm 9-08 clot Page 2 of 3