Handbook for Bridge Inspections - TSP2
Handbook for Bridge Inspections - TSP2
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 />
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•<br />
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h "<br />
•<br />
E 1.00<br />
0<br />
~ 1-'0<br />
u<br />
~ 1.00<br />
."<br />
"00 ,<br />
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""<br />
], 1-'0<br />
~<br />
, W><br />
•<br />
8 1-'0<br />
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• ""<br />