Specifications for Stone Block Paving Adopted October 14 1915
Specifications for Stone Block Paving Adopted October 14 1915
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(f) It shall have a ductility of not less than 7 centimeters at 77 degrees Fahr. , the rate of elongation being 5 centimeters per minute.
It shall be heated on the w r ork to a temperature of not less than three hundred and seventy-five (375) degrees Fahr. , nor more than four hundred and twenty-five (425) degrees Fahr. , and in such quantities as will allow this temperature to be maintained in the kettle during progress of the pouring. No cement having a temper- ature less than three hundred a...nd seventy-five (375) degrees Fahr. , shall be used.
It shall be delivered, where directed by the engineer, at least one week before being used, to allow for examination and analysis. If shrinkage of the filler in the joints occurs, the pouring shall be con- tinued until all joints remain permanently filled but no flushing of the pavement will be permitted.
In applying the gravel and filler, care shall be taken that the pavers are closely followed by the filler gang, and in no case shall the paving be left over night, or when work is stopped, without the filling of the joints being completed.
What to read after Specifications for Stone Block Paving Adopted October 14 1915?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Municipal Engineers to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
(f) It shall have a ductility of not less than 7 centimeters at 77 degrees Fahr. , the rate of elongation being 5 centimeters per minute.
It shall be heated on the w r ork to a temperature of not less than three hundred and seventy-five (375) degrees Fahr. , nor more than four hundred and twenty-five (425) degrees Fahr. , and in such quantities as will allow this temperature to be maintained in the kettle during progress of the pouring. No cement having a temper- ature less than three hundred a...nd seventy-five (375) degrees Fahr. , shall be used.
It shall be delivered, where directed by the engineer, at least one week before being used, to allow for examination and analysis. If shrinkage of the filler in the joints occurs, the pouring shall be con- tinued until all joints remain permanently filled but no flushing of the pavement will be permitted.
In applying the gravel and filler, care shall be taken that the pavers are closely followed by the filler gang, and in no case shall the paving be left over night, or when work is stopped, without the filling of the joints being completed.
What to read after Specifications for Stone Block Paving Adopted October 14 1915?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Municipal Engineers to read onlineMoreLess
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