Laserfiche WebLink
Printed on:Wednesday 05/29/2024 01:46 PM 29C0133/AAAO/128925Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />6 <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />333 Railing-Other <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />82 <br />4 <br />4 <br />m <br />each <br />each <br /> 78 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 4 <br /> 4 <br /> 4 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1900 <br />7000 <br />JOINT - APPROACH - RAIL <br />(333-1900) Distortion <br />(333-7000) Damage <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />The left barrier over Span 4 has sustained some vehicular impact. Two supporting posts have been broken off and two rail <br />segments have been affected. <br />The rail is damaged for a 10 foot length and is bent up 6 inches out of alignment. The county Bridge Engineer Division <br />Head, Michael Chung, was informed through email of the issue. I was informed by Jeff Verstl that their bridge maintenance <br />crew is aware of this and is scheduled to have repairs completed by May 24th 2024. Refer to Photos 2 through 4. <br />The left barrier over Span 4 has sustained some vehicular impact. Two supporting posts have been broken off and two rail <br />segments have been affected. <br />The rail is damaged for a 10 foot length and is bent up 6 inches out of alignment. <br />See the distortion defect for details. <br />Photo 1 <br />Previously noted settlement in Abutment 1 AC approach no <br />longer present. <br />Photo 2 <br />Damaged rail looking south <br />Photo 3 <br />Damaged rail looking north <br />Photo 4 <br />Looking at the broken posts at the location of the damaged rail <br />JOINT/APPROACH/RAIL PHOTOGRAPHS