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BRIDGE INSPECTION REPORT Dept. of Public Works <br />Br. No.: 29C - Date Inspected, San Joaquin County <br />14h. Skew:❑ Yes OPK 141. Deck <br />Overlay/Treatment: ❑ A.C. ❑ Chip Seal 2-Methacrylate ❑ Other: <br />14j. Deck Drainage: <br />❑ Scupper ❑ Vertical Pipe ❑ None ❑ N/A ❑ Other <br />Condition: ❑No significant defects note; []Clogged from ❑Debns []Vegetation growth; Other: <br />14k. Deck Condition(s): <br />Surface <br />❑ No significant defects note I] Pattern I] Random cracks @ Span ❑ Lt ❑ Rt <br />Condition Rating <br />(Deck): �'7 <br />[I Longitudinal cracks @ Span ❑ Concrete El C. Overlay [I Lt ❑ Rt <br />/ <br />Transverse il�f <br />jS <br />C)"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 />❑ Rebar Delamination found @ Span ❑ Lt ❑ Rt <br />❑ Deck overlay prevent proper visual inspection ❑ Spall @ Span ❑ Lt ❑ Rt <br />Other <br />Soffit <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 oss ❑Corroding <br />�❑' J ._ <br />LdEfflorescence @ Span 11GKt- C2Rt; ❑ 2/❑Lt ❑Rt; Z3/I1u ETRt, ❑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 />VOther. ��Fc�� LM�� I �,IK�/ li ) la 1ikatLff- ftre+ 6IYr� <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 [I 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 / FOUNDA—TIOO <br />15a. Abutment Type: <br />p' Concrete 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 ❑12x12 []Round_ <br />15b. Foundation Type (Abut): <br />❑ Concrete ❑ Spread Footing 9--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 (ED ❑ RSP <br />❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth El Section Loss -Depth " <br />❑ Timber planks ecay rig due to ❑m�ois_ture infiltration ❑ Mold/fungus growth ❑Section Loss - Depth ' <br />/ <br />D Other <br />15d. Wing Wall Type: <br />0--concrete ❑ Timber (End Dam) ❑ 3x12 Planks Timber Pile Ea 012x12 ❑ Round <br />15e. Foundation Type (WW): <br />❑❑Concrete [ISpread Footing ❑ Other <br />15f. WW Shape: <br />Er/Straight ❑ Skew El Other <br />15g. Condition WW: <br />E No significant defects noted ❑ longitudinal crack @ <br />❑ Vertical cracks @ ❑ Transverse cracks @ <br />❑ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall <br />0 \BRIDGE INSPECTIONSVnsp f-2-07 B doc Page 2 of 3 <br />