Dear Mr.Sreenivas Rao,
In which construction code it is mentioned about the rejection above 0.8mm.
Please give the reference.
Thanking You,
Hareesh K V
+91-9447625012
On Fri, Oct 19, 2012 at 5:04 PM, G Sreenivas Rao <gsrinivasg3@gmail.com> wrote:
> Dear Kumar
> if the material is badly pitted, pitting isze and depth is more than
> 0.8mm then the materal is not acceptable in general, if higher thick
> material, where thicknesss alloance ( more) permitted then this can be
> used by grinding , in case of Pressure part, rusted, pitted and less
> thick material are not acceptable.
>
> Regards
>
> GSR
>
> On Fri, Oct 19, 2012 at 12:01 AM, Kumar kerala <sk7920541@gmail.com> wrote:
>>
>>
>> Dear forum members,
>>
>> Kindly be sharing my concerns about "deeply rusted materials " (different
>> sizes, thickness about 9.53mm). the appearance of the
>> materials are poor. the thickness is measured by UT gauge and found in
>> required limits. but the mill coating of materials are damaged
>> in most of the cases, which is the main issue...are these are really to be
>> rejected in client point of view ( elbows- WPB-234, A 106 pipes
>> etc...)...these materials were stored in poor conditions with supplier...
>> expecting opinions fromm all corners...
>> NB: photos attached.
>> regards,
>> Kumar.
>>
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>> The views expressed/exchnaged in this group are members personel views and
>> meant for educational purposes only, Users must take their own decisions
>> w.r.t. applicable code/standard/contract documents.
>>
>>
>
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> The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
>
>
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The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
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