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- Need 1 m3 of 35 N/mm2concrete (specified compressivestrength). From testing a representative sample from the aggregate pile, the total moisturecontent of the fine aggregate is 4.3%. The standard proportions of the batch quantities for a 35 N/mm2 mixture are 125 kg of water, 545 kg (in dry condition) of coarse aggregate, and 477kg (in dry condition) of fine aggregate per cubic meter. The absorption capacity of the fineaggregates is 0.55%. a) What is the amount of fine aggregates required in order to have 477 kg in the drycondition?Base course aggregate has a target dry density of 1917 Kg/m3 in place. It will be laid down and compacted in a rectangular street repair area of 600m * 15m * 9.15m. The aggregate in the stockpile contains 3.1% moisture. If the required compaction is 95% of the target, how many tons of aggregate will be needed?6. Using the ACI/PCA tables, calculate the weight of coarse aggregate dry for 2-CY of a mixture to be placed with a slipform paver if the coarse aggregate is a No.467 stone with a DRUW = 97.8-pcf and the fine aggregate has a fineness modulus of 2.50 (answer to the nearest whole number and provide proper units)
- The crushed stone output from a 36-by 42-in. crusher, with a closed opening of 2 ½ in (output is 50 tph)., is passed over a single horizontal vibrating screen with 1 ½ in. openings. If the permissible screen efficiency is 90%, use the information from Peurifoy to determine the minimum-size screen, expressed in square feet, required to handle the output of the crusher. please show complete solution use 4 decimal placesBase course aggregate has a target dry density of 119.7 lb/cu ft in place. It will be laid down and compacted in a rectangular street repair area of 2000 ft * 48 ft * 6 in. The aggregate in the stockpile contains 3.1% moisture.If the required compaction is 95% of the target, how many tons of aggregate will be needed?Describe about the vibrating plate compactors effectiveness.
- a= 5.6 m b= 3.6 m c= 25.7 kN d=32.5 kN/m (used MDM) Complete solution. Need ASAP. Thnak youa)i. What are the major proble in using pumping for concreting works.ii. Curing is one of the methods used on freshly placed concrete dicramenatebetween ponding and polythene sheets curing.iii. In carrying out compression test for concrete, should test cube or testcylinders be adopted?A contractor needs 403 m3 of aggregate material for a highway construction project. The required dryunit weight of the compacted fill is 20.82 kN/m3. The aggregate material is available at a local supplyyard and is sold by measuring in tons and not by volume. The moisture content of the stock is 7%. Thecost of the aggregate material per ton is 60.B.1.1 Determine the amount of water present in the aggregate stock of the local supplyyard.B.1.2 Determine the amount of aggregate material the contractor should purchase in tonsto have exactly the correct volume of compacted material.B.1.3 Estimate the total cost the contractor has to bear for the purchase of the material.
- Expalin why vibrators not used in concrete compaction in piling works?Problem 1: ProCoarse aggregate is placed in a rigid bucketand rodded with a tamping rod to determine itsunit weight. The following data are obtained: Volume of bucket = 1/3cuftWeight of empty bucket is 18.5 lbWeight of bucket filled with dry rodded coarse aggregate = 55.9lb a. Calculate the dry-rodded unit weightb. If the bulk dry specific gravity of theaggregate is 2.63, calculate the percent voids inthe aggregate.Solution w/FBD