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Page 3 of 5 <br />CONDITION TEXT <br />The south abutment has: <br />* 2 concrete spalls (0.4 m x 0.4 m), ready to fall, easterly of the column top; <br />* a few minor vertical cracks; and <br />* light ASR type cracking. <br />The north abutment (addition) has four minor vertical cracks. There is light ASR type <br />cracking on all the wingwalls. <br />There is corrosion in the movable and fixed bearings. <br />SCOUR <br />The water is now flowing under all the spans. The timber headwall installed downstream of <br />the parallel railway bridge (upstream) is now damaged by flood, and covered by sediment <br />and debris. <br />MISCELLANEOUS <br />The inspection team consisted of G. Zorapapel and Huy Vu. <br />#Eleni <br />Element. Description <br />Env <br />Total <br />Qty <br />Units <br />Qty in each Condition <br />St. 1 St. 2 St. 3 St. <br />State <br />4 St. <br />5 <br />01 <br />12 <br />Concrete Deck - Bare <br />2 <br />2720 <br />sq.m. <br />0 <br />2720 <br />0 <br />0 <br />0 <br />01 <br />107'Painted <br />Steel Open Girder/Beam <br />2 <br />3298 <br />M. <br />0 <br />2544 <br />615 139 <br />0 <br />01 <br />205 <br />Reinforced Conc Column or Pile <br />2 <br />24 <br />ea. <br />20 <br />4 <br />0 <br />0 <br />Extension <br />01 <br />210 <br />Reinforced Conc Pier Wall <br />2 <br />95 <br />m. <br />88 <br />7 <br />0 <br />0 <br />0 <br />01 <br />215 <br />Reinforced Conc Abutment <br />2 <br />36 <br />m. <br />31 <br />4 <br />1 <br />0 <br />01 <br />231 <br />Painted Steel'Cap <br />2 <br />153 <br />m. <br />0 <br />52 <br />82. <br />19 <br />0 <br />01 <br />256 <br />Slope Protection <br />2 <br />1 <br />ea. <br />.1 <br />0 <br />0 <br />0 <br />0 <br />01 <br />303 <br />Assembly Joint/Seal (modular) <br />2 <br />31 <br />M. <br />29 <br />0 <br />2 <br />0 - <br />0 <br />01 <br />304 <br />Open Expansion.Joint <br />2 <br />46 <br />M. <br />46 <br />0 <br />0 <br />0 <br />0 <br />01 <br />311 <br />Moveable Bearing (roller, <br />2 <br />117 <br />ea. <br />0 <br />117 <br />0 <br />0 <br />0 <br />sliding, etc.) <br />01 <br />313 <br />Fixed Bearing <br />2 <br />117 <br />ea. <br />0 <br />117 <br />0 <br />0 <br />0 <br />01 <br />332 <br />Timber Bridge Railing <br />2 <br />330 <br />m. <br />0 <br />330 <br />0 <br />0 <br />0 <br />01 <br />357 <br />Pack Rust <br />2 <br />1 <br />ea. <br />0 <br />1 <br />0 <br />0 <br />0 <br />01 <br />358 <br />Deck Cracking <br />2 <br />1 <br />ea. <br />0 <br />0 <br />1 <br />0 <br />01 <br />359 <br />Soffit of Concrete Deck or Slab <br />2 <br />1 <br />ea. <br />0 <br />0 <br />1 <br />0 <br />0- <br />101 <br />361 <br />Scour <br />2 <br />1 <br />ea. <br />1 <br />0 <br />0 <br />0 <br />0 <br />WORK RECOMMENDATIONS <br />RecDate: <br />03/23/2005 <br />Estcost: <br />Repair the hit at the northbound approach <br />Action : <br />Railing -Repair <br />StrTarget: 2 YEARS <br />barrier.. <br />Work By: <br />LOCAL AGENCY <br />DistTarget: <br />Status : <br />PROPOSED <br />EA: <br />RecDate: <br />05/12/2003 <br />EstCost: <br />Repair the new deck spall at bent ##4. <br />Action : <br />StrTarget: 2 YEARS <br />Work By: <br />LOCAL AGENCY <br />DistTarget: <br />Status : <br />PROPOSED <br />EA: <br />Printed on:Thursday 04/07/2005 12:1.6 PM 5400077/AAAG/6518 <br />