2007co-29C-275 - Laserfiche WebLink

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r RIDGE INSPECTION REPORT Br No . 29C -1_1_c> _ Date Inspected. t� d Dept. of Public Works San Joaquin County 14h. Skew:❑ Yes ❑No 141. Deck Overlay/Treatment: ❑ A C ❑ Chip Seal ❑Methacrylate EE Other f1Ai l 14j. Deck Drainage: ❑ Scupper ❑ Vertical Pipe ❑ E-]None rv/A ❑ Other Condition ❑No significant defects note, ❑Clogged from ❑Debris ❑Vegetation growth, Other 14k. Deck Condition(s): Surface ❑ No significant defects note ❑Pattern El Random cracks @ Span ❑ Lt ❑ Rt Condition Rating I ❑ Longitudinal cracks @ Span ❑ Concrete ❑ A C Overlay ❑ Lt ❑ Rt (Deck): G y/ Transverse cracks @ Span \ O 3 2-*C'oncrete ❑ A C Overlay 0'Lt la Rt A!D— r z Te � '( ❑ Scaling ❑ Light ❑Medium ❑ Heavy ❑ ❑ Lt ❑ Rt ❑ Transverse cracks on A C overlay between timber planks deckino ❑ Alligator cracks on A C overlay ❑ Rebar Delamination found @ Span ❑ Lt ❑ Rt ❑ Deck overlay prevent proper visual inspection ❑ Spall @ Span ❑ Lt ❑ Rt Other Soffit ❑ No significant defects note ❑ Pattern cracks @ Span ❑ Lt ❑ Rt Ej Longir tudmalr ks @ Span ❑ Lt ❑ Rt ❑ Transverses mocks @ Span ElLt [IRt P \ ❑ HalrlinP Graeks @ Span ❑ Lt ❑ Rt ❑ Abrasipn ❑ bar exposure ❑Section Loss ❑ Corroding LDS EfFlorescence @ Span 01/E3Lt Kitt, ❑ 2/❑Lt ❑Rt, 93/21-t ORt, ❑4/❑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 ❑Rt, ❑ Longitudinal cracks @ Span ❑Lt ❑Rt, Condition Rating ❑ Hairline cracks @ Span ❑Lt ❑Rt, ❑ Vertical cracks @ Span ❑Lt [I Rt, (Super-struct): ❑ Pattern cracks @ Span ❑Lt ❑Rt, ❑ Spalling @ Span ❑Lt ❑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 Brol en 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: 9 Concrete Diaphragm ❑ Timber Bent Abutment (Type End Dam) ❑ Timber pile on Sole plate bearing over Conic 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: E/No significant defects noted ❑ Longitudinal crack @ Condition ❑ Vertical cracks @ ❑ Transverse cracks @ Rating Q ❑ Abrasion @ all vertical surfaces ❑ Undermining @ Diaphragm (Substruct): S ❑ Scour @ ❑ RSP ❑ 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 15d. Wing Wall Type: Z' Concrete ❑ Timber (End Dam) ❑ 3x12 Planks Timber Pile Ea ❑12x12 ❑ Round 15e. Foundation Type (WW): ❑ Concrete Spread Footing ❑ Other Shape: Er Straight ❑ Skew ❑ Other — 15g. Condition WW: No significant defects noted ❑ . Ibngrtudmal crack @ ❑ 'Verticairracks @ ❑ Transverse cracks @ ❑ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall 0 \BRIDGE INSPECTIONSNnsp form 2-07 B doc l r � -�`-�' � Page 2 of 3