Figure 13. Spalling of 510-kg (1,125-Ib) high-strength concrete underlayer units 
Pesstng [Nerhing TER 
347,719.44 
347,804.89 
347,595.99 
613,025.90 347,707.09 
OM 613,174.65 348,117.59 
Points on Breakwater Cap 
+4.849 (+15.91) 
+1.1960 (+6.43) 
+0.850 (+2.79) 
+4.575 (+15.01) 
+4.590 (+15.06) 
CBM3 613,675.37 
613,448.05 
613,624.40 
o|p|~x ° 
>|> ° 
2|= 3 
as 3 
> 0 
9. 
a3 
+ 
= 
613,309.07 348,164.91 +4.389 (+14.40) 
613,275.34 348,151.90 +4.913 (+16.12) 
613,240.61 348,141.61 +4.417 (+14.49) 
613,151.07 +4.542 (+14.90) 
.95) 
) 
) 
(2) 
( 
613,102.11 347,909.39 +4.557 (+14.95 
613,089.91 347,875.56 +4.563 (+14.97) 
613,077.54 347,841.68 +4.581 (+15.03 
613,065.28 347,807.88 +4.563 (+14.97 
613,053.06 347,773.98 +4.557 (+14.95) 
613,040.74 347,740.12 +4.538 (+14.89 
13 
ay }) as |] a]fa 
Oya; yo] 
17 
Chapter 2 Monitoring Plan and Data 
15 
