2008co-29C-317 - Laserfiche WebLink

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BRIDGE INSPECTION REPORT Br. No: 29C 3,31t- Date Inspected I 2 %L Dept. of Public Works San Joaquin County 14h. Skew: ❑ Yes Pgo 141. Deck Over y/Treatment: 277ACC. ❑ Chip Seal ElMethacrylate [I Other: 14j. Deck Drainage: [I Scupper [I Vertical Plpe None 0 N/A ❑ Other Condition. []No significant defects note, ❑Clogged from ❑Debris ❑Vegetation growth, Other 14k. Deck Condition(s): Surface ❑ No significant defects note ❑Pattern ❑Random cracks @ Span ❑ Lt ❑ Rt Condition Rating ❑ Longitudinal cracks @ Span ❑ Concrete ❑ A C. Overlay ❑ Lt ❑ Rt (Deck): ❑ Transverse cracks @ Span ❑ Concrete ❑ A.0 Overlay ❑ Lt ❑ Rt ❑ Scaling ❑ Light ❑Medium ❑ Heavy ❑ ❑ Lt ❑ Rt Q� Transverse cracks on A.C. overlay bebusaa -I . , ,�,,,., ��..... Er'AIligator cracks on A C. overlay ❑ ar Delamination found @ Span [ILt ElRt Deck overlay prevent proper visual inspection ❑ Spall @ Span ❑ Lt ❑ Rt Other —Soffit p' No significant defects note ❑ Pattern cracks @ Span ❑ Lt ❑ Rt ❑tongitudinal cracks @ Span [I Lt [I Rt ransverse cracks @ Span " �Lt W'kt ❑ Hairline Cracks @ Span ❑ Lt ❑ Rt ❑ Abrasion ❑ Rebarexposure ❑Section Loss ❑ Corroding ❑ Efflorescence @ Span ❑ 1/01-t ❑Rt; ❑ 2/❑Lt ❑Rt, ❑3/❑Lt ❑Rt, ❑4/❑Lt ❑ Rt; 051 ❑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: 4 <" 14t Super Struct. Condition(.)other hen Deck: -q1S `+ 2/N/A ❑ No significant defects noted ❑ Diagonal cracks @ Span []Lt ❑Rt; ❑ Longitudinal cracks @ Span ❑Lt ❑Rt, Condition Rating (Super-struct): [I Hairline cracks @ Span []Lt []Rt; ❑ Vertical cracks @ Span ❑Lt ❑Rt, ❑ Pattern cracks @ Span []Lt []Rt; ❑ Spalling @ Span ❑Lt ❑Rt, ❑ Timber stringer surface check ❑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: 2IOConcrete 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 012x12 ❑ Round _ 15b. Foundation Type (Abut): [Ip Concrete Spread Footing ❑ Pile ❑ Other 15c. Condition Abut: 0 No significant defects noted ,f" ❑ Longitudinal crack @ Condition L'S ertical cracks @ AWcr� [I Transverse cracks @ Rating r„ Abrasion @ all vertical surfaces ❑ Undermining @ Diaphragm (Substruct): []'Scour @ "0 ❑ RSP ❑ Graffiti ❑ Timber Pile is decaying duet Aging ❑ Mold/fungus growth ❑Section Loss - Depth ❑ Timber planks decaying due to []moisture infiltration ❑ Mold/fungus growth ❑Section Loss - Depth ❑ Other 15d. Wing Wall Type: Concrete ❑� /Timber (End Dam) ❑ 3x12 Planks Timber Pile Ea ❑12x12 ❑ Round _ 15e. Foundation Type (WW): ❑ Concrete L- Spread Footing ❑ Other 15f. WW Shape: ❑ Straight Skew ❑ Other 15g. Condition WW: ❑ No significant defects noted ❑ longitudinal crack @ Vertical cracks @ ❑ Transverse cracks @ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall ❑ Graffiti O XBRIDGE INSPECTIONSUmp foam"dm Page 2 of 3