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- what is the aci design mix or proportioning of standard compressive ddesign strength values (without ad mixture or other supplementaries) of cement, water, ad aggregates and fine aggregates ratio for 3000 psi, 4000 psi and 5000 psi. please help me and if you searched for it pls inlcude the links here i want to read itAs a materials engineer in charge of designing concrete mix and facing the followingproblems, which admixture would you use in each case during mixing or at thejobsite?a. There is a large quantity of freshly mixed concrete and the work at the job-sitehad to stop because of rain.b. More time is expected to be needed for finishing concrete.c. The structure is subjected to freezingd. Concrete is to be around tightly spaced reinforcing steel.e. Concrete mix will be hauled a long distance.f. High early strength concrete is required, but not necessarily high ultimatestrength.In order to evaluate the suitability of nonpotable water available at the job sitefor mixing concrete, six standard mortar cubes were made using that waterand six others using potable water. The cubes were tested for compressivestrength after 7 days of curing and produced the loads to failure (in pounds)shown in Table P6.22.a. Based on these results only, would you accept that water for mixingconcrete according to ASTM C94?b. According to ASTM C94, are there other tests to be performed to evaluatethe suitability of that water? Discuss briefly.
- In order to evaluate the suitability of nonpotable water available at the job sitefor mixing concrete, six standard mortar cubes were made using that waterand six others using potable water. The cubes were tested for compressivestrength after 7 days of curing and produced the loads to failure (in pounds)shown in Table P6.22.a. Based on these results only, would you accept that water for mixingconcrete according to ASTM C94?b. According to ASTM C94, are there other tests to be performed to evaluatethe suitability of that water? Discuss briefly. Please refer to the attached table.Define thhe below problem ? ASTM C496-96 Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. This standard can not be downloaded from my college's database. I want it for interest on tensile strength testing method.Q-1: The table below lists the properties of five different pozzolans: Ground blastfurnace slag, Silica Fume, Class F fly ash, Class C fly ash, Metakaolin. Determine which one is which pozzolan? Determine which ones are self-cementing? Explain why?
- Four standard mortar cubes were made using nonpotable water available atthe job site, and four others were made using potable water. The cubes weretested for compressive strength after 7 days of curing and produced the failureloads in kilograms shown in Table P6.24.Also, the Vicat test was conducted on the cement paste made with the ques-tionable water and showed that the set time is 0.5hour less than the set timeof paste made with potable water. Based on these results, would you acceptthat water for mixing concrete according to ASTM standards? Explain why.UUURRRGGGEEENNNTTT PLEASE You are working on a concrete mix design that requires each cubic yard of concrete to have a 0.43 water–cement ratio, 2077 lb/yd3 of dry gravel 244 lb/yd3 of water, and 4% air content. The available gravel has a specific gravity of Ggravel = 2.6, moisture content of 2.3% and absorption of 4.5%. The available sand has a specific gravity of Gsand = 2.4, a moisture content of 2.2% and absorption of 1.7%. Air entrainer is to be included using the manufacturers specification of 0.1 fl. oz / 1% air / 100 lb cement. For each cubic yard of concrete needed on the job, calculate the weight of cement, moist gravel, moist sand, and water that should be added to the batch. Summarize and total the mix design when finished.As a materials engineer in charge of designing concrete mix and facing the fol-lowing problems, which admixture would you use in each case during mixing or at the jobsite?a. There is a large quantity of freshly mixed concrete and the work at thejobsite had to stop because of rain.b. More time is expected to be needed for finishing concrete.c. The structure is subject to freezing.d. Concrete is to be around tightly spaced reinforcing steel.e. Concrete mix will be hauled a long distance.f. High early strength concrete is required, but not necessarily high ultimatestrength.
- What is your recommendation for the maximum size of coarse aggregate for a column 500X500 mm if the minimum clear distance between reinforcement bars is 50 mm and the minimum cover is 40 mm. Select one: A. 12.5 mm B. 25 mm C. 37.5 mm D. 19 mmCONCRETE TECHNOLOGY// Prcaticals.Civil Read properly Q- Membersof the ACI Building Code committee conducted a study, and the results showed that the scatter in the modulus of elasticity did not support the use of a different or "more precise" formulation. As a result, the equation (Eci) can be applied generally. Calculations should be based on project mixture design test results if a project calls for a more exact estimation of the modulus of elasticity. Where f 0 ci is the strength of the concrete at the moment of transfer in psi and wc is the unit weight of the concrete in pcf, which is often taken to be 160 pcf for precast concrete and 150 pcf for cast-in-place concrete. Members with post-tension tensioning sequence affects elastic shortening in post-tensioned members. Tendons may be stressed to a maximum of 0.80 fpu, however the stress in the tendon right after seating must be 0.70 fpu or less. Calculate the fES for elastic shortening losses.