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Printed on:Monday 10/14/2024 01:28 PM 29C0186/AAAR/139483Pageof4 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />7 <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 State <br />Concrete Coat.(Meth/Sealer)2 238 sq.m 238 0 0 0 <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot <br />521 <br />Defect <br />(16-1130) Cracking (RC and Other) <br />(16-521) Concrete Coat.(Meth/Sealer) <br />Methacrylate was placed in early 2015 according to San Joaquin County contract documents. <br />Treated deck cracks are transverse up to 0.07 inches wide with edge spalling and spaced between 6 and 12 inches on center <br />throughout. The cracking becomes pattern cracking and spaced as close as 4 inches on center near the abutments and over Pier 2. <br />It is estimated that 30% of the deck area warrants Condition State 3 while 60% now warrants Condition State 1. <br />The methacrylate treatment remains effective. No new cracking was noted during this inspection. <br />(58) (5)DECK RATING = <br />(36a) Rail Code 0000 <br />333 Railing-Other <br />Corrosion <br />Delamination/Spall/Patched Area <br />Distortion <br />Damage <br />2 <br />2 <br />2 <br />2 <br />2 <br />65 <br />40 <br />3 <br />3 <br />3 <br />m <br />each <br />each <br />each <br />each <br /> 19 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 3 <br /> 0 <br /> 0 <br /> 3 <br /> 3 <br /> 43 <br /> 40 <br /> 3 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />1000 <br />1080 <br />1900 <br />7000 <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 50Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(333-1000) Corrosion <br />(333-1080) Delamination/Spall/Patched Area <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 />There is light surface rust throughout the steel plate rail and posts, notably on the left side. <br />There are spalls up to 2 feet long x 2.5 feet deep x full curb height with exposed and corroded rebar on the outside edge of <br />the right side curb at Posts 5, 6, and 7 as counted from Abutment 4.There is an outstanding work recommendation from <br />2014 to patch these spalls. (See Photo 4 dated 06/26/2018). This condition has been previously reported and no significant <br />changes were noted. <br />There is impact damage at the end of the rails on the left side at Abutment 1 and on the left and right sides at Abutment 4. <br />At Abutment 1 on the left and at Abutment 4 on the right the end of the rail is curled inward and at Abutment 4 on the left <br />the rail is bent outward approximately 6 inches along 2 feet. See Photos 2 to 4. <br />See Defect 333-1900 for details.