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CODDLE CREEK RESERVOIR <br />PRINCIPAL SPILLWAY LEAK PHOTO LOG <br />HDR Engineering, Inc. <br />16-May-95 <br /> Revised 5-Dec-95 <br /> <br />Photo No. Joint Type Opening Approximate Description / Comments <br /> (inch) Length <br /> (LF) <br />1 A < 0.t 95 Joint virtually closed <br />2 U 0.1 30 <br />3 U 0.1 30 <br />4 A < 0.1 50 In the vicinity of the repaired slab area <br />5 U 0.2 - 0.25 30 <br />6 U 0.2 - 0.25 30 <br />7 A < 0.1 95 <br />8 A 0.1 - 0.15 45 <br />9 U < 0.1 85 Width of joint at depth of 0.5 inch or more <br />10 U << 0.1 85 <br />11 A < 0.1 50 <br />12 U << 0.1 85 <br />13 A 0.1 - 0.15 50 <br />14 U < 0.1 85 <br />15 A 0.2 - 0.25 45 <br />16 A << 0.1 225 Closed <br />17 U 0.1 -0.15 20 <br />18 U < 0.1 20 <br />19 U << 0.1 20 <br />20 R << 0.1 See Layout drawing <br />21 R << 0.1 See Layout drawing <br /> <br />Approximate total length of joints <br /> <br /> 1,175 LF <br />a. Approx. length of joints 0.2- 0.25 105 <br />b. Approx. length ofjoints 0.1 - 0.15 115 <br />c. Approx. length of joints 0.1 60 <br />d. Approx. length of joints < 0.1 480 <br />e. Approx. length of joints << 0.1 415 <br /> <br />Joint Type <br /> <br />A: Across Spillway Face <br />U: Up/Down Spillway Face <br />R: Random (not at a construction/expansion joint) <br /> <br />Page 1 <br /> <br /> <br />