Transcription of SPECIFICATIONS FOR REINFORCED CAST-IN-PLACE CONCRETE
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SPECIFICATIONS FOR REINFORCED CAST-IN-PLACE CONCRETE
March 2010 Specification 1030 (I) Page 1 of 34 Manitoba Infrastructure and Transportation SPECIFICATIONS FOR REINFORCED CAST-IN-PLACE CONCRETE DESCRIPTION The Work shall consist of: .1 Supplying of materials and the mixing and placing of REINFORCED CAST-IN-PLACE CONCRETE as shown and described on the Drawings and in this Specification, including placing, vibrating, finishing and curing; .2 Supplying, fabricating, constructing, maintaining and removing temporary works, including falsework and formwork; .3 Heating and cooling CONCRETE , if necessary; .4 Developing CONCRETE mix design(s) that meets the performance requirements, including trial batches; .5 The quality control (QC) testing of all materials; and .6 Supplying and installing water seals and joint fillers (when applicable). Performance Alternative CONCRETE supplied under this Specification will be specified in accordance with the Performance alternative in Table 5 of CSA , with the exception that the Contractor shall submit the proposed CONCRETE mix design(s) identifying the exact proportions of all constituent materials by mass or volume.
.6 Supplying and installing water seals and joint fillers (when applicable). “Performance” Alternative Concrete supplied under this Specification will be specified in accordance with the “Performance” alternative in Table 5 of CSA A23.1, with the exception that the Contractor shall submit the proposed
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