2007-29C-396c - Laserfiche WebLink

Home Browse Search

BRIDGE INSPECTION REPORT Dept. of Public Works Br. No 29C-3'(o Date Inspected: San Joaquin County 14h. Skew:[ Yes ❑No 14i. Deck Overlay/Treatment: ❑ A C ❑ Chip Sea[ C] Methacrylate ❑ Other 14J. Deck Drainage: ❑ Scupper ❑ Vertical Pipe ❑ None [? N/A ❑ Other Condition ❑No significant defects note, ❑Clogged from ❑Debris []Vegetation growth, Other 14k. Deck Condition(s): Surface L� 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 El Concrete ❑ A C Overlay ❑ Lt ❑ Rt ❑ Scaling- ❑ Light ❑Medium ❑ Heavy ❑ ❑ Lt ❑ Rt ❑ Transverse cracks on A C- overlay between timber planks decking ❑ Alligator cracks on A C overlay ❑ Rebar Delammation found @ Span ❑ Lt ❑ Rt ❑ Deck overlay prevent proper visual inspection ❑ Spall @ Span ❑ Lt ❑ Rt Other "a y%,L %. r— Ob 6=o G 31c. A.P tvrr. t A 7 Soffit 2--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, ❑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 (Super-struct): ❑ 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 I FOUNDATION 15a. Abutment Type: 2' 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 ❑12xl2 ❑ Round 15b. Foundation Type (Abut): ❑ Concrete Spread Footing ❑ Pile ❑ Other 15c. Condition Abut: ❑ No significant defects noted ❑ Longitudinal crack @ Condition Rating Q ElVertical cracks @ ElTransverse cracks @ i ['Abrasion @ all vertical surfaces'[ iy� L ElUndermining @ Diaphragm (Substruct): ❑ Scour Pa REp ❑ RSP ❑ Timber Pile is decaying due to ❑ Aging ❑ Mold/fungus growth El Section Loss - Depth ❑ Timber planks decaying due to []moisture infiltration ❑ Mold/fungus growth ❑Section Loss - Depth Mother �j+.G�t� I.�DTr{„ Li�S &Q-A,.i r,%C.4A.QdE0 *IWI A WEAc1.-J, Lk6j3jA_@ SOT" ,t gwT. 15d. Wing Wall Type: [Concrete ❑ Timber (End Dam) ❑ 3xl2 Planks Timber Pile Ea ❑12x12 ❑ Round 15e. Foundation Type (WW): ❑ Concrete ❑ Spread Footing ❑ Other 15f. WW Shape: [Straight ElSkew ElOther 15g. Condition WW: 9--N. significant defects noted ❑ longitudinal crack @ ❑ Vertical cracks @ ❑ Transverse cracks @ ❑ Abrasion @ all vertical surfaces ❑ undermining @ ❑ NE ❑ NW ❑ SE ❑ SW Wingwall 0 \BRIDGE INSPECTIONSIInsp form 2-07 8 doc 111' Page 2 of 3