Testing of Aggregates Analysis

interrogatory of Aggregates AnalysisNumerous analyze has been developed that leaven hoarseness and scraping resistance and durability and soundness of aggregates. This report analyses the testing of Aggregates using three Main tests to analyse the degradation of aggregates so best performance is ascertained in construction, asphalt, concrete or any other field. The aggregates essential be abrasion resistant and weather durable to provide best base in pavements for roads. Detailed description of these tests is provided with their respective results. The results atomic number 18 so examined to see which of the following three test argon much accurate to check the durability and abrasion of the rocks. Based on the Laboratory results and the Literature reviews, Los Angeles lettuce test results are utilise more than others. Although most of the DOTs and construction companies use all three test prior to use of the materials. firmness test has poor repeatability so it is often not con billetred as immemorial test.This research was conducted at Englobe Corp laboratory located in Dartmouth, no(prenominal)a Scotia. It was performed under the direction of Mr. Mark Downie. The laboratory supervision was provided by Mr. Daniel McMorran.The quality of the aggregates in the construction materials, asphalt concrete is determined by various tests out of which Los Angeles, Micro Deval and Soundness are most widely used in construction industry. Los Angles contriteness test and Micro Deval test involve the go around of aggregates in a close vessel where there are spun in a medium of water or air. The vessel is filled with concern charges (Iron sphere) for a specific amount of time.The analysis of particle degradation using mechanical test can be separate in ii class, fragmentation and wearing. The prototype that has more wide dress of grain size ( e.g. 1250 gm of ) indicates fragmentation and has a well graded distribution curve whereas the sample that ha s poor range of grain size( 5000gm of) indicates wearing with a bad graded distribution curve.Soundness test involves testing the durability of the aggregates using sodium sulphate or milligram sulphate solution. Samples of different grain sizes are swear out and dried and kept in salt solution for 16 hours and then kept in oven to dry. This cycle is repeated for seven days and then the sample is weighed to see the sacking of sample. This test usually received poor rating for its inconsistent repeatability and correlation coefficients.Standard Testing methodsLos Angeles bread Test AASHTO T96 ( ASTM C131)Micro Deval Test AASHTO T327 (ASTM D6928)sodium and Magnesium Sulfate Soundness AASHTO T 104 (ASTM C88)As Per American Standard of Testing Materials following pass-fail criteria were used LA abrasion Passed if loss 40%Micro Deval Passed if loss 18%Sodium sulfate Soundness Passed if 12%If the aggregates passed the above criteria, then they are durable.Los Angeles Abrasion test involves the test to measure the degradation of the aggregates by creating actions like impact, abrasion, grinding and constant wear and tear inside a rotating brace deb atomic number 53. The steel flap spins for a specific time with a specific number of steel balls of specific weight to make water an abrasion of aggregates. The number of steel balls and the amount of aggregates establish in the steel drum depend upon the grading of the test sample. The steel sphere carries the aggregates and the steel balls creating a grinding effect and then drops it to the other side making a crushing effect. This cycle is repeated again and after certain number of revolution the sample is sieved too see the amount well-kept from the degradation and too see the luck loss.ApparatusLos Angeles Machine with wall thickness of at least 12mm. The inside diameter should be 7115mm and the length of 5085mm. The rotating drum should be closed from all ends and should be set at a rotating speed of 303 rpm. ( ASTM C131)Sieve with 1.7mm (No.12) passing.An accurate scale with no more than 0.1% error of the test load.The charges or the steel balls. The number of steel balls used in the test depend on the gradation of the sample to be tested. The steel balls should have diameter in the midst of 46.038mm and 47.625, with mass surrounded by 400g and 440g separately. A constant weight check should always be performed on the charges because this test is in truth raptorial and could lead in loss of weight of the charges. Table 1 smoke of Steel balls for LA Abrasion Test razing Number of Spheres Mass of the charges, gmA12500025B11458025C8333020D6250015 Table 2 mark of the Test Sample for LA Abrasion TestSieve Sizes (Square Opening)Mass of the aggregates, gPassingThrough ScreenRetained onScreenGradingA BCD37.5 mm (11/2 in.)25.0 mm (1 in.)12502525.0 mm (1 in.)19.0 mm (3/4 in.)12502519.0 mm (3/4 in.)12.5 mm (1/2 in.)12502525001012.5 mm (1/2 in.)9.5 mm (3/8 in.)1250252500109.5 mm (3/8 in.)6.3 mm (1/4 in.)2500106.3 mm (1/4 in.)4.75 mm (No.4)2500104.75 mm (No.4)2.36 mm (No.8)500010Total, g500010500010500010500010Select the appropriate Grading fit to the amount of aggregate available for test. It is recommended to go from higher to lower grade to gain accurate results.Wash and oven dry the sample at 1105C (230F) to constant mass and then separate into individual sizes per their respective weights.Put the aggregates and the sample in the rotating drum. Close the Los Angeles Abrasion machine tightly and let it run for 500 revolutions at 30 to 33 rpm.After the drum stops take all the sample out and remove the steel balls from it. instantly take the crushed aggregates and sieve it on 1.7 mm (No.12) sieve.Weigh the sample maintained on the sieve and calculate the component loss.Micro Deval Micro-Deval is a test that involves measure of resistance of aggregates towards abrasion and test durability of the sample towards grinding of steel balls (ASTM D7428). The medium that is used here is water of room temperature. The sample and charges (steel balls) are kept in the Micro-Deval tank and then the apparatus is filled with water. The apparatus is rotated so that the aggregates undergo grinding and abrasion. The use of this test is mainly towards the aggregates that repose more in presence of water than air. This test also gives a measure of how soft or shaley the sample is. The materials that give a high percentage loss degrade more during mixing or handling in industries. (ASTM D7428)ApparatusMicro-Deval Abrasion Tank with volume of 5.03 L and external diameter of 202mm and the midland height shall be from 170 mm to 177 mm. The stainless-steel tank comes with a rubber sealing to throw away it water-tight. The inner and outer surface of the tank should be reflect and ridge free. (ASTM D6928)Micro-Deval Abrasion machine is a rolling machine with an adjustable speed which rolls the tank at 1005 rpm.Steel charges of diameter 9.5.5mm are requires. The total mass of steel balls needed is 50005g.Sieves with 5mm and 1.25mm sizes are also required.An accurate scale with no more than 0.1% error of the test load. Table 3 Mass of Aggregates for Micro-Deval Test. PassingRetainedMass20 mm16 mm375 g16 mm14 mm375 g14 mm10 mm750 gTake washed and oven dried sample so it loses the dust on it. Prepare a representative sample of 15005g disgorge it in the Micro-Deval tank.Add 50005g of steel charges in it and 2.0.05L of tap water in the Micro-Deval tank. Let this sit for 1 hour.After the sample, has been soaked tighten it up and install it on the Micro-Deval rolling machine to roll for 2 hours1 minute.After the machine stops rolling pour the sample on a softwood of 5 mm and 1.25 mm sieve. Wash the remains of the sample in the tank on the sieve.Oven dry the sample at 1105C and weigh it later. Calculate the percentage loss using the calculation sheet.SoundnessSoundness test is a in truth crucial test in pave industries especially when makin g massive highways, bridges and dams. This test measure the amount of degradation caused by weathering freeze-thaw cycles. The aggregates that pass this test are more durable to be used and dont cause premature distress in pavements (http//www.pavementinteractive.org/article/durability-and-soundness/). The aggregates are kept in a sodium sulphate or a magnesium sulphate bath. The solutions is at a saturated state and causes salt crystals to be formed on the aggregates. This test is usually carried out for seven days which involves co-occurrent wet-dry cycles. When the sample is submerged in the salt solution bath, salt crystals are formed in minute pores of the aggregates and causes internal forces that eventually lead crack in the aggregates. This gives us a replicated demonstration of how the substance will behave in essential habitat. This test has very poor repeatability so it is never considered as primary test to measure the degradation of the aggregates.ApparatusSieves of different sizes- 516 in., 38 in., No. 50, 12 in., 58 in., No. 30, 34 in., 1 in., No. 16, No. 8, No. 4.Metal baskets made of wire mesh or stainless steel that allows the aggregates to freely contact the solution and permit free drainage of the loss of sample.Temperature regulator to ensure that the temperature of the sulphate bath is constant at specified one.Balances with the accuracy of 0.1% are must for this test.Hydrometers are also needed for this test to measure the specific solemnity within 0.001.ProcedurePrepare the sodium sulphate solution that has specific gravity between 1.154 and 1.171.COARSE AGFREGATESMass of the SampleSieve SizeMass2 in. (50 mm)3000g1.5 in. (37.5 mm)2000g1.0 in.1000g0.75 in.500g0.5 in.670g0.375 in.330gNo.4300gPrepare Sample as per the table displayed above. The sample should be washed and dried at 1105C. immingle the 2 inch and 1.5 inch retained material and place the 5000g sample in a container.Mix the 1 inch and 0.75 inch retained and place the 1500g sample in a separate container and mark the container by making a groove on it with a particular symbol so it does not call for mixed up with the other containers. This way it is also more efficient to identify them when changing the cycles.Mix the 0.5 inch and the 0.375 inch retained samples and put the 1000g sample together in a container.After the test samples are ready place them in the solution prepared for 16 to 18 hours and then let them drain for 15 minutes. Let the sample oven dry at 1105C for 4 hours and then let them cool down until they reach 20 C to 25C. Again, immerse it in the solution and repeat this cycle 5 times.After the 5 cycles are do the aggregates are to be washed thoroughly so that all the salt on the surface is removed and then oven dried at 1105 C.Table 4 Sieve Sizes to be used to Measure goingAggregate SizeSieve use1.5 inch1.25 inch1.5 to 0.75 inch5/8 inch0.75 inch to 0.375 inch5/16 inch0.375 inch to No.4No.5Use the above given table to respective si eve the aggregates used in the test. Utmost care must be taken to sieve samples from each container separately.Take the sample that is retained on the sieve and weigh it to note it. The difference in the mass of the aggregates before and after the experiment gives us the amount lost due to the revolt of the sample.To compare the results of the following three, test a study was examined in which 20 Lab results were considered. These tests were performed by element 109 Department of Transportation either in the atomic number 109 State University res publica laboratory or Montana Department of Transportation (MDT) Helena materials laboratory. The samples were obtained from various random pits and quarries across Montana by MDT personnel. (Western Transport Institute) To get a very good relation and a study between these test, 5 repeats were done on the Micro-Deval test and at least 3 repeats were done for L.A Abrasion test. This also provided a good study of the repeatability of the tests.There was no repeat test done on the soundness test since it has a very poor repeatability.RepeatabilityTo analyse the repeatability of the tests, repeated Micro-Deval and Los Angeles Abrasion test were done on the analogous sample. The Coefficient of Variation was calculated to examine the variation in the test results for the same sample. There was no COV calculated for the Sodium Sulphate Soundness test because only one test result was provided by MDT.The Coefficient of variation is standardized measuring stick calculate by diving the standard deviation of a set of results by the average mean and then multiplying it by hundred to get a percentage value. By analyzing and comparing this value we can predict the repeatability of the test. If the COV is a lower number, then the test is less variable and hence it has a good repeatability. The COV calculated for L.A abrasion test came out to be 6.5% with standard deviation of 1.5 loss percentage. Similarly, the COV for Micro-D eval test came out to be 6.5% for a standard deviation of 0.7 percentage loss. Since both the Coefficient of variations are less than 10%, both the tests are considered to have good repeatability. Another evidence to support the repeatability of the test is that there is no authoritative difference in the COV of Micro-Deval and L.A abrasion which are 6.6% and 6.5% respectively.As per the comparative bar graph plotted below, majority of the coefficient of the variation drop-off between 5% to 15%. The COV of Lab number 861553 rocketed to 26.9% because the result was very small accounting to be 2.1% average loss. So, a small change in small result make a large COV.Figure 1 Graphical Representation of Coefficient of Variation for L.AAbrasion and Micro-Deval Tests.COMPARTITIVE RESULTSAs per the specifications provided by American Standard for Testing Materials the aggregates are classified as durable if the loss percentage is less than the cut-off percentage and they are non-durable if the loss percentage of the aggregates is more than the cut-off percentage. The cut-off percentage that we have used for L.A Abrasion, Micro-Deval and Sodium Sulphate Soundness Tests are as follows LA abrasion Passed if loss 40%Micro Deval Passed if loss 18%Sodium Sulphate Soundness Passed if 12%To create a direct comparison in between these tests normalized value for each test is calculated. Normalized value is used for a direct comparison between Micro-Deval, L.A Abrasion and Sodium Sulphate Soundness test. Normalized value is average loss percentage divided by the cut-off for that test. (MDT paper)The ideal Normalized value is 1.0. If the calculated normalized value is greater than 1.0 it means that the test did not pass and the aggregate tested are not durable and if the value is less than 1.0 it means that the aggregates are durable and the test passed.To start a direct comparison in between two, test a two-dimensional scattered graph is plotted with four quarter-circles.Th e top right (North-East) quarter-circle depicts the are where both the test failed and the aggregates are not durable.The top left (North-West) quadrant depicts the area where the test plotted on the X-axis passed but the one on Y-axis failed.The bottom right (South-East) quadrant indicates the area where the test plotted on the Y-axis passed but the test that was plotted on X-axis failed.The bottom left (South-West) quadrant depicts the neighborhood where both the tests passed and the aggregates are durable.The entropy points plotted in the top-right (NE) and bottom-left (SW) quadrants indicate that the tests are consistent as the aggregates were either durable for pass/pass or not durable for fail/fail. On the other hand, the data points plotted in the top-left (NW) and bottom-right (SE) quadrant indicate discontinuity and lack of coherence since one of the test would indicate that the aggregates passed the cut-off and are durable while the other would indicate that they didnt pa ss are not durable for use.L.A abrasion vs Micro-Deval. Figure 2. Graphical Representation of Comparison between Normalized Loss of L.A Abrasion and Micro-Deval Tests.The above shown graphical representation is the plot of comparison between the Micro-Deval and the L.A Abrasion test on 20 different samples that were tested by Montana Department of Transportation. The blue dotted demarcation that runs at 45 along the centre of the graph indicates symmetry and a perfect correlation. The data points close to the line indicate a good co-relation between the test. There was only one result that had failed both the test and was considered to be non-durable which accounted 5% of the materials tested. There were five results (25% of the samples tested) that fall in the awkward category and had lack of coherence since, according to L.A abrasion test it passed as was considered durable but according to the Micro-Deval test it was considered to be non-durable. The relations between these two test is quite strong as 70% of the samples tested i.e. 15 out of 20 passed the test and fall in the bottom-left quadrant which indicates that the samples were durable according to both the test.Sodium Sulphate Soundness Test Vs L.A Abrasion Test.Figure 3. Graphical Representation of Comparison between Normalized Loss of Sodium Sulphate Soundness and Micro-Deval Tests.Sodium Sulphate Soundness Test Vs Micro-Deval Test.Figure 4. Graphical Representation of Comparison between Normalized Loss of Sodium Sulphate Soundness and L.A Abrasion Tests.The co-op report guidelines suggest separating the Results and Discussion sections. I think that it is usually easier to present a discussion immediately after the results. But, you may direct to use the structure that makes the most sense for your report.Gregates typically encountered on Montana highway projects, and to determine if the MicroDeval test provides better, timelier, and more repeatable information about the quality of an aggregate t han the Sodium Sulfate test. The laboratory testing program was structured to examine how well three aggregate durability test methods correlate for a sampling of Montana soils. Aggregate durability tests were conducted on 32 different soils using the Micro-Deval, L.A. Abrasion, and Sodium Sulfate tests. Multiple Micro-Deval and L.A. Abrasion tests were conducted on some of the soil samples to investigate the same-lab repeatability of the test methods. The methods differ in their treatment of the aggregate during testing and consequently, each method produces a unique value of percent loss, which is used to acknowledge between durable aggregate and non-durable aggregate. For the purposes of this study, the following percent loss pass-fail standards were used for each test Micro-Deval passing (durable), if % loss 18% L.A. Abrasion passing (durable), if % loss 40% and Sodium Sulfate passing (durable), if % loss 12%. Because of the differences in percent loss criteria for each m ethod, results from the suite of laboratory tests were normalized to facilitate direct comparisons between the three methods. Normalized results were obtained by taking the average percent loss for a particular soil and dividing it by the cutoff for that test. Table 16 summarizes the comparisons between each test using data collected during this study. Based on the metrics identified in the table, the MicroDeval and Sodium Sulfate tests had the best correlation, while the Micro-Deval/L.A. Abrasion and the L.A. Abrasion/Sodium Sulfate correlations were significant, but not as strong. Table 16. Summary Comparison of Test Methods Test Methods R2 Pass/Fail Agreement (%) Inconsistent long suit Determination* (%) M-D versus NaSO4 0.72 92.9 7.1 M-D versus L.A. 0.46 85.2 14.8 L.A. versus NaSO4 0.28 84.0 16.0 Perfect Correlation 1.0 100.0 0.0 *Note Column 4 refers to the percentage of samples that passed one of the tests but failed the other test. This inconsistency is identified as a data p oint that plots in one of the cross-hatched zones identified in Figures 3, 4, and 5. Conclusions and Recommendations Western Transportation Institute 35 The percentages of inconsistent durability determinations (pass or fail inconsistencies) listed in tug 4 of Table 16 are indicative of a discontinuity between tests and are probably the most important metric for the comparison study. In this case, one test characterized the material as durable aggregate, while the other test characterized the same material as non-durable aggregate. Qualitatively, the authors believe that an tenuous correlation between two test methods is obtained when the percentage of inconsistent results is less than about 5%, values between 5 to 10% signify a good correlation, values between 10 to 20% signify a fair to poor correlation, and values above 20% signify a poor or unreliable correlation between tests. Multiple tests conducted on samples obtained from the same sources indicate similar values of same-l ab repeatability for both the Micro-Deval and L.A. Abrasion tests. The coefficients of variation for the multiple tests were less than 10% for both methods. Considering the natural variability that occurs within an aggregate source, the measured variations were low, indicating good repeatability of the test methods. This conclusion has also been supported by others (Jayawickrama et al., 2006 Tarefder et al., 2003 and Hunt, 2001). Repeatability of the Sodium Sulfate test was not examined in this study. The relationship between Micro-Deval test results and field performance was not examined in this study however, evaluations by Fowler et al. (2006), Rangaraju et al. (2005), Tarefder et al. (2003) and Wu et al. (1998) indicate that Micro-Deval test results relate well with field performance. An excellent correlation between rutting performance and Micro-Deval test results were observed by White et al. (2006). They sugThere are many honorable mention styles available to choose from. It is not very critical which one you use, as long as you are consistent throughout the report. The APA reference style is an appropriate choice. You can quickly generation citations for your reference list using the online citation generator from RefME (RefME, 2016). Always review the text the generator has populated in the form for you as it is not always accurate.Entries in the reference list are sorted alphabetically. Some examples of common references for the reference list and in-text citations are shown below.WebsitesRobertson, J. (2016, August 8). Man solves Rubiks cube while free-falling. Retrieved August 9, 2016, from http//www.cbc.ca/ news/canada/edmonton/learning-to-solve-a-rubik-s-cube-while-free-falling-1.3712116RefME. (2016). FREE APA citation generator format. Retrieved July 30, 2016, from https//www.refme.com/ca/citation-generator/apa/In-text Citation (Robertson, 2016)In-text Citation (RefME, 2016)BooksFelder, R. M., Brent, R. (2016). Teaching and learning stem A pr actical guide. United States John Wiley Sons.In-line Citation (Felder Brent, 2016) daybook ArticlesLombardo, S. J. (2010). Teaching technical writing in a lab course in chemical engineering. Chemical Engineering Education, 44(1), 58-62.In-line Citation (Lombardo, 2010)