Laserfiche WebLink
PGSF WMVD Storm and Combined Sewer - Construction Package 2 Concrete Forming <br />Project No. 180162 03 11 00 - 6 <br /> <br />H. In all cases, proceed with curing same day as form removal. <br />I. Where no reshoring is planned, forms and shoring used to support weight of concrete <br />shall be left in place until concrete has attained its specified 28-day compressive <br />strength. <br />3.05 RESHORING <br />A. Do not impose construction loads or remove shoring from any part of the structure until <br />that portion of the structure, in combination with remaining forming and shoring systems, <br />has sufficient strength to safely support its weight and loads placed thereon. <br />B. While reshoring is underway, no superimposed dead or live loads are permitted on the <br />new construction. <br />C. During reshoring, do not subject concrete in structural members to combined dead and <br />construction loads in excess of loads that the structural members can adequately <br />support. <br />D. Place reshores as soon as practicable after stripping operations are complete, but in no <br />case later than the end of working day on which stripping occurs. <br />E. Place reshores to carry their required loads without overstressing. <br />F. Where a reshoring procedure is planned, supporting formwork may be removed when <br />concrete has reached the concrete strength specified by the formwork engineer’s <br />structural calculations and verified by field cured test cylinders or other approved <br />method. <br />END OF SECTION