2008co-29C-342 - Laserfiche WebLink

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BRIDGE INSPECTION REPQRT Br. No.. 29C - Date Inspected: fy o ►b L Dept. of Public Works San Joaquin County 14h. Skew: ❑ Yes l0 14i. Deck Overlay/Treatment: ❑ A C 8 Chip Seal ❑ Methacrylate ❑ Other, 14j. Deck Drainage: ❑ Scupper ❑ Vertical Pipe ❑ None IQ NIA ❑ Other Condition ❑No significant defects note, []Clogged from ❑Debris ❑Vegetation growth, Other 14k. Deck Condition(s): Surface `` /,,ram ❑ No significant defects note ❑Pattern IJ'Random cracks @ Span&A- El Lt D Kt, �d UW6— G,n Condition Rating ( ❑ Longitudinal cracks @ Span ❑ Concrete ❑ A C Overlay ❑ Lt ❑ Rt (Deck): ❑ Transverse cracks @Span [I Concrete ❑ A C Overlay ❑ Lt ❑ Rt ❑ Scaling ❑ Light ❑Medium ❑ Heavy ❑ ❑ Lt ❑ Rt ❑ Transverse cracks on A C overlay between timber planks deckina ❑ Alligator cracks on A C overlay Debar Delamination found @ Span El Lt El Rt Deck overlay prevent proper visual inspection ❑ Spell @ Span ❑ Lt ❑ Rt Other Soffit ❑ No significant defects note ❑ Pattern cracks @ Span ❑ Lt ❑ Rt ❑ Longitudinal cracks @ Span ❑ Lt ❑ Rt ❑ TT ansverse cracks @ Span U Lt U Rt [r7 Hairline Cracks @ Span L! l- _ Lt 2-1 t ❑ Abrasion ❑ RR$bar exposure ❑Section Loss ❑ Corrodingrrdi�� G2' Efflorescence @ Span [I1/❑Lt ❑Rt, f'2/ Lt ❑Rt; ❑3/❑Lt ❑Rt; 04/E Lt @fit, 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: )oN/A 2 ❑ No significant defects noted ❑ Diagonal cracks @ Span ❑Lt ❑Rt, ❑ Longitudinal cracks @ Span ❑Lt ❑Ri, 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 / FOUNDATION, 15a. Abutment Type: Lit ' Concrete Diaphragm ❑ Timber Bent Abutment (Type End Dam) ❑ Timber pile on Sole plate bearing over Conc Footing ❑ Driven Timber pile ❑ 12xl2 cap ❑ 3xl2 Planks Backing Timber Pile/Abut Ea ❑ 12x12 ❑ Round _ 15b. Foundation Type (Abut): E5" concrete ❑ Spread Footing Pile ❑ Other 15c. Condition Abut: Id' No significant defects noted ❑ Longitudinal crack @ ❑ Vertical cracks @ ❑ Transverse cracks @ Condition Rating ❑ Abrasion @ all vertical surfaces ❑ Undermining @ Diaphragm (Substruct): ❑ Scour (D ❑ RSP ❑ Graffiti ❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth []Section Loss - Depth " ❑ Timber planks decaying due to ❑lmooiistuinfiltrat n ElMold/fungus growth ❑Section Loss - Depth " urre /�y� Other �` �i/la� Ifz" T., 15d. Wing Wall Type: Concrete ❑ Timber (End Dam) ❑ 3x12 Planks Timber Pile Ea ❑ 12x12 ❑ Round 15e. Foundation Type (WW): ❑ CCpncrete ❑ Spread Footing ❑ Other 15f. WW Shape: 5 traight ❑ Skew ❑ Other 15g. Condition WW:o significant defects noted ❑ longitudinal crack @ ❑ Vertical cracks @ ❑ Transverse cracks @ ❑ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall Cl Graffiti 0 ORIDGE INSPECTIONSUnsp farts 9-08 doc I Page 2 of 3