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11. 80 LF of 48�� RCP: Similar in condition to 7 . above. <br /> Some pipe joints are heavily eroded at the sewer <br /> invert (see photo 19, MH C-3 to MH C-2) . <br /> 12. 3o LF of apparent qunite patch: The entire invert <br /> and lower portion of the sides are missing. There <br /> is a major void requiring immediate attention for <br /> structural stability (see photo 20, MH C-3 to MH C- <br /> 2j . <br /> 13 . 125 LF of 48�� RCP: Same as 7. above. Significant <br /> . open crown crack (12 LF±) appears in the upstream <br /> portion of section. The sewer is still considered <br /> structurally sound. <br /> 14 . 25 LF of 48�� metal pipe under the ICa Railroad track: <br /> The pipe is severely rusted with rust penetrating <br /> completely through the pipe wall in places. Minor <br /> voids have developed at the connections at each end <br /> of the pipe. <br /> 15. 145� of 48�� brick arch aith tlat brick invert: Some <br /> wall and crown deformation is noted with occasional <br /> brick missing and mortar deteriorated in the lower <br /> portion of the masonry. <br /> 16. �0� of 48�� RCP with brick invert liner: This sewer <br /> is in good condition. <br /> In summary, the Cantrell St. Sewer downstream from the diver- <br /> sion at Jackson St. is in poor to very bad condition. The lower <br /> 40 ' outfall section appears satisfactory. The various 48" RCP <br /> 87023A B-14 <br /> 23 of 29 <br />