· Aggregate Crushing Value: AS (1997) BSI BS 812110 (1990b) MicroDeval Abrasion: AASHTO TP 58 (1999) ASTM D6928 (2010) AENOR UNEEN 10971 (2011) Texas Ball Mill (Wet) (2014) Country Roads Board, Victoria – Test Method 341 (National Association of Australian State Road Authorities 1976) The LA abrasion test is the most widely used method for testing aggregate .
Aggregate Impact Value() %. Aggregate Crushing Value() %. Aggregate Abrasion Value() % Physical Properties of CoconutShell PROPERTY. TEST RESULTS. Specific Gravity. Water Absorption. 24%. Bulk Density(Compacted) 800 kg/m3. Bulk Density(Loose) 650 kg/m3. Shell Thickness ( 27 )mm. Impact Value() %. Crushing ...
checking the mechanical properties (Aggregate Impact Value, Aggregate Crushing Value, and Ten Percent Fines Value), and shape characteristics (Flakiness Index, Elongation Index and Angularity Number) of aggregates used in roadway construction. The test procedures are described as per BS: 812:1975 (PART 1, 2, 3) standards. Second section describes the detail procedure of measuring the .
Civil Engineering Transportation Engineering Experiments Aim Theory Pretest Procedure Simulation Posttest References Feedback ... Crushing Value of Aggregate. To assess the strength of coarse aggregates used in the pavement components under gradually applied load and to determine the aggregates crushing value of the given sample of aggregates. Community Links Sakshat Portal .
Experiment No. 4: Determination of the aggregate impact value of different coarse aggregate samples. (BS 812) Scope significance: Aggregate Impact Value The aggregate impact value gives a relative measure of the toughness or the resistance of aggregate sudden shock or impact is not proportional to the resistance to a slowly applied compressive load.
· (ii) Aggregate crushing value (ACV) test on aggregate. ACV test (prescribed by BS 812: Part 110) provides useful information pertaining to the strength of aggregate; The aggregate to be tested should pass a 1 / 2 in. sieve and should be retained on 3 / 8 in. sieve; In this test, the aggregate sample is crushed using a compression testing machine through which a pressure of 3200 psi is applied ...
The aggregates crushing value provides a relative measure of resistance to crushing under a gradually applied compressive load. The principal mechanical property of aggregate required in any construction is (i) satisfactory resistance to crushing under the roller during construction (ii) adequate resistance to surface abrasion under traffic. Aggregates used in road construction should be ...
The abrasion value of an aggregate is the value that determines aggregate toughness and abrasion resistance. It includes properties of aggregate such as crushing value, degradation, and disintegration. How Do You Do Abrasion Test? The test is performed using a Taber Rotary Platform Abraser and involves mounting a flat specimen to a turntable platform that rotates on a vertical axis at a fixed ...
· Aggregate crushing value is the percentage of the crushed material passing through sieve in terms of original weight of the sample taken. The crushing value of the taken sample was %. The crushing value of the sample . below 30% and 40%, therefore the recycled aggregate can be used in both the base course and surface course of a pavement. Fig. 1 Test setup for crushing value .
· From the experiment, we get average percent wear are % still not exceeding JKR's standard, <30%. So we can conclude that the aggregate crushing value provides a relative measure of the resistance of an aggregate to crushing under a gradually applied compressive load. The aggregate are mild tough to have the resistance pressure under traffic wheel loads such as car, lorry, motorcycle .
The aggregate impact values are strong (on the average, by about 10% to 30%) than 8 the aggregate crushing values. Various agencies have specified the maximum permissible aggregate impact values for the different types of pavements, those recommended by the roads for deciding the suitability of soft aggregates in base course construction, this test has been commonly used. A modified impact ...
The results showed that there was a % and % decrease in strength and friction angle of aggregates with 20% increase in the percentage of flaky aggregates. An aggregate limit of 25% by weight for misshapen particles is recommended to meet the minimum shear stress level of the flaky ballast sample in the Chinese standard. Despite higher shear strength at low vertical stresses .
Experiment DETERMINATION OF AGGREGATE CRUSHING VALUE 1. AIM 1) To determine the aggregate crushing value of coarse aggregates 2) To assess suitability of aggregates for use in different types of road pavement 2. PRINCIPLE The aggregate crushing value gives a relative measure of the resistance of an aggregate to crushing under a gradually applied compressive load. Crushing .
Since the assigned experiments are performed in accordance with applicable standard procedures, it is sufficient to cite such standards. When standard is not available or changes in the experimental procedure are suggested, the exact procedure should be carefully studied, followed and written on the report. 4. Experimental Data and Result These should be presented in the clearest possible form ...
· Aggregates with lower crushing value indie a lower crushed fraction under load and would give a longer service life to the load and hence a more economical aggregates if used would get crushed under traffic loads, would produce smaller pieces not coated with binder and these would be easily loosend out reasulting in loss of the surface. In short, the .
Name of the experiment: Aggregate Crushing value test. Objective: 1. Determine the aggregate crushing value of coarse aggregate. 2. Assess suitability of coarse aggregates for use in different types of road. Theory: The "aggregate crushing value" give a relative measure of the resistance of an aggregate to crushing under gradually applied compressive load. It's the percentage by weight ...
· Aggregates with lower crushing value show a lower crushed fraction under load and would give a longer service life to the road and hence a more economical performance. If we used a weaker would get crushed under traffic loads, would produce smaller pieces not coated with a binder, and these would be easily displaced or loosened out resulting in loss of the surface/layer.
The crushed aggregate sample which is finer than mm is separated and expressed as a percentage of the original weight taken in the mould. The percentage of weight passed through the IS sieve is known as Aggregate crushing value.. In situations, when the aggregate value 30 or higher the result may be a mistake and in such cases, the "ten percent fines value" should be determined ...
Conclusion From the experiment, we get % where it still not exceeding JKR's standard, <30%. So we can conclude that the aggregate crushing value provides a relative measure of the resistance of an aggregate to crushing under a gradually applied compressive load. The aggregate are mild tough to have the resistance pressure under traffic wheel loads such as car, lorry, motorcycle and etc.
AGGREGATE CRUSHING VALUE (IS:2386PART 41963) OBJECTIVE For determination of the aggregate crushing value of coarse aggregate, which passes mm. IS sieve and retained on 10 mm. IS sieve. REFERENCE STANDARD IS: 2386 (Part IV)1963 Methods of test for aggregate for concrete Part IV Mechanical Properties. THEORY The aggregate crushing value give a relative .
A quantity of aggregate shall be taken sufficient to provide the minimum number of 200 pieces of any fraction to be tested. 2. The sample shall be sieved with the sieves specified in Table 1: Size of Aggregate thickness (mm) Thickness Gauge * (mm) Length Gauge ** (mm) Passing through IS Sieve Retained on IS Sieve 63 50 50 40 40 25 25 25 20 .
The particle shape is required to be as good as possible but British Standard practice makes allowance for the fact that with normal crushing and screening the particles shape deteriorates into smaller sizes. a) BS – 1241 specifies a Flakiness Index not exceeding 30% irrespective of the size of the aggregates. b) Maximum permitted value of Elongation Index is 35%. Both flakiness and ...
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The aggregates are used for the surface course of the highway pavements and they are subjected to wearing due to movement of traffic. (L os Angeles abrasion test ASTM c131). When vehicles travel on the road, the soil particles present between the pneumatic tyres of vehicle and road surface creates the abrasion effect on aggregates.
· 11 CONCLUSION From the experiment, we get the value is 17% and 15%less than the requirement of JKR's; 20%.Aggregate physical property must lower Aggregate Impact Value, AIV because is tougher and resistance to crushed. We can conclude that the aggregate been used are medium toughand resistant to be crash. It's because the value are more than half than JKR's .