Laserfiche WebLink
ELEMENZ INSPECTION RATINGS AND COMMENTARY <br />Elem Defect Defect Element Description <br />No. /Prot <br />(313-1000) <br />The bearing areas have pack rust. <br />330 Railing -Metal <br />(330) <br />There were no significant defects noted. <br />NORR RECOMMENDATIONS <br />Page 4 of 5 <br />Ed <br />Env Total Units Qty in each Condition State <br />Qty St, 1 St, 2 St. 3 St. 4 <br />2 34 m 34 0 0 0 <br />RecDate: O1/13/2020 EstCost: Spot Blast/Full Paint the bridge <br />Action : Paint -Spot Blast/Ful StrTarget: 2 YEARS superstructure. <br />Work By: LOCAL AGENCY DistTarget: <br />Status : PROPOSED EA: <br />CEANNEL X-SECTION <br />Side : Upstream <br />X-Section <br />Date:01/13/2020 <br />Measured From :top of deck <br />Location <br />Boriz(m) <br />Vert(m) <br />Comments <br />Begin bridge top of slope <br />0.00 <br />0.10 <br />dry, <br />earth <br />and grass <br />Abutment 1 face <br />1,00 <br />1.35 <br />dry, <br />earth <br />Span 1 <br />3,30 <br />2,35 <br />dry, <br />earth, <br />bottom of <br />channel <br />Span 1 <br />5,20 <br />2,95 <br />dry, <br />earth, <br />bottom of <br />channel <br />Span 1 <br />7.10 <br />3,10 <br />dry, <br />earth, <br />bottom of <br />channel <br />Span 1 <br />9,00 <br />3,55 <br />dry, <br />earth, <br />bottom of <br />channel <br />Span 1 <br />10,90 <br />3,15 <br />dry, <br />earth, <br />bottom of <br />channel <br />near Abutment 2 face <br />12,20 <br />3,05 <br />top <br />of concrete footing of Abutment 2 <br />top of slope <br />12,90 <br />0.50 <br />dry, <br />earth <br />and grass <br />top of slope <br />14,80 <br />0.10 <br />dry, <br />grass <br />End of bridge <br />16.30 <br />0,00 <br />dry, <br />grass <br />Team Leader Ariel Reyes <br />Report Author : Ariel Reyes <br />Inspected By : A.Reyes/JE.Copelan <br />Ariel Rea (Registered Civil Engineer) (4te) <br />Printed on: Wednesday 03/04/2020 08:15 AM 29C0413/AAAM/57893 <br />