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Handbook for Bridge Inspections - TSP2

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Drilling cores<br />

In this instance an exception can be made concerning the nurn·<br />

bering system already mentioned above. Cores removed by<br />

drilling could, <strong>for</strong> example, be consecutive ly numbered <strong>for</strong> a<br />

whole bridge. The number should be fottowed by a further <strong>for</strong>m<br />

of identification to show where the test was taken:<br />

Bk I (A3+ I 0): Core No. 1 taken from the superstructure al ong<br />

axis No.3 + 10 m.<br />

- 45 %<br />

-E 40 %<br />

35 %<br />

'" 30%<br />

:;; 25 %<br />

'" c:<br />

" =><br />

'"<br />

-0 20%<br />

" 0><br />

'"<br />

15 %<br />

c: 10 %<br />

u<br />

-" 5%<br />

"-<br />

0 %<br />

Bk2(P5):<br />

Core No. 2 taken from Column (Pillar) No<br />

'4 Covering of Assembly<br />

~ Rods as described<br />

,---- I<br />

,---- :.-<br />

Covering of Static Rein<strong>for</strong>cement<br />

I<br />

,<br />

-<br />

as described<br />

.11.<br />

Interval <strong>for</strong> Surface Cover in mm<br />

Figllr€ 8. 5-3: Dis/ribll/ioll of/he SlIrface Cover<br />

Presentation of Chloride<br />

Profiles<br />

""<br />

.l:! )'00<br />

•<br />

,<br />

h "<br />

•<br />

E 1.00<br />

0<br />

~ 1-'0<br />

u<br />

~ 1.00<br />

."<br />

"00 ,<br />

'"<br />

""<br />

], 1-'0<br />

~<br />

, W><br />

•<br />

8 1-'0<br />

" v 1.00<br />

• ""<br />

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