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BRIDGE INSPECTION RFPORT Dept. of Public Works Br. No.: 29C- Date Inspected:_ San Joaquin County 14h. Skew:g Yes ❑No 141. Deck Overlay/Treatment: ❑ A.C. ❑ Chip Seal ❑ Methacrylate ❑ Other. 141. Deck Drainage: ❑ Scupper ❑ Vertical Pipe ❑ None HN/A ❑ Other Condition: ❑No significant defects note, []Clogged from ❑Debns []Vegetation growth: Other 14k. Deck Condition(s): Surface ' 0' No significant defects note ❑Pattem ❑Random cracks @ Span ❑ Lt ❑ Rt Condition Rating ❑ Longitudinal cracks @ Span ❑ Concrete ❑ A.C. Overlay ❑ Lt ❑ Rt (Deck): Ea / Transverse cracks @ Span ❑ Concrete ❑ A.C. Overlay ❑ Lt ❑ Rt jEsverse ing: ❑ Light []Medium ❑ Heavy ❑ ❑ Lt ❑ Rt cracks on A.C. overlay between timber planks decking ator cracks on A.C. overlay ar Delamination found @ Span ❑ Lt ❑ Rt k overlay prevent proper visual inspection [ISpall @ Spaann / [I Lt El Rt 1lvc c/ Other C't)Q� op C � — ar— A'-JT � Z Sofa' No significant defects note ❑ Pattern cracks @ Span ❑ Lt ❑ Rt ❑ Longitudinal cracks @ Span ❑ Lt ❑ Rt ❑ Transverse cracks @ Span ❑ Lt ❑ Rt ❑ Hairline Cracks @ Span ❑ Lt ❑ Rt ❑ Abrasion ❑ Rebar exposure ❑Section Loss ❑ Corroding ❑ Efflorescence @ Span ❑ 1/❑Lt ❑Rt ❑ 2/❑Lt []Rt; ❑3/❑Lt ❑Rt; 04/❑Lt ❑ Rt; ❑5/ ❑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 11R1, ❑ Longitudinal cracks @ Span ❑Lt ❑Rt; Condition Rating ❑ Hairline cracks @ Span []Lt []Rt; ❑ Vertical cracks @ Span ❑Lt ❑Rt; (Super-struct): ❑ 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 / FOUNDAFOUNDATION15a. Abutment Type: &- toncrete 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 EY-spread Footing? ❑ Pj1A ❑ Other 15c. Condition Abut: []ENO significant defects noted ❑ Longitudinal crack @ Condition ❑l Vertical cracks @ ( ❑ Transverse cracks @ Rating 0 Abrasion @ all vertical surfaces— ❑ Undermining @ Diaphragm (Substruct): ❑ Scour @ C Y7"`"' ' ❑ RSP ❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth [I Section Loss - Depth _ ❑ Timber planks decaying due to []moisture infiltration Mold/fungus growth EIS tion Loss - De • z ' ��lirl ElOther 1'0 �Aez� �/ SW/�G�?» ay�w hi p I� 15d. Wing Wall Type: 0 Concreter ❑ Timber (End Dam) ❑ 3x12 Planks Timber Pile Ea ❑12x12 ❑ Round 15e. Foundation Type (WW): D Concrete ❑ Spread Footing ❑ Other 15f. WW Shape: U Straight ❑ Skew ❑ Other 15g. Condition WW: B/No significant defects noted ❑ longitudinal crack @ ❑ Vertical cracks @ ❑ Transverse cracks @ ❑ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall O\BRIDGE INSPECTION&Vnspfc-2-07 Bdoc Page 2 of 3