Aggregate impact and SlideShare. AGGREGATE IMPACT TEST TABLE 12.1 Maximom Allowable Impact Value of Aggregate in Different Types of Pavement Material/Layers Aggregate impact value, maximum, % Water bound macadam (WBM). sub-base course Cement concrete, base course (as per 151) (i) WBM base course with bitumen surfacing (ij) Built-up spray grout, base course Bituminous macadam, base course (i
WhatsAppGet PriceGet A QuoteMaximum Allowable Impact Value of Aggregate for Different Types of Pavements. Sr. No. Types of Pavements: Aggregate Impact Values (Max.) 1: Water Bound Macadam (WBM
WhatsAppGet PriceGet A QuoteThe aggregate impact value is a measure of resistance to sudden impact or shock, which may differ from its resistance to gradually applied compressive load. Procedure o f Aggregate Impact Test The test sample consists of aggregates sized 10.0 mm 12.5 mm. Aggregates may be dried by heating at 100-110° C for a period of 4 hours and cooled.
WhatsAppGet PriceGet A QuoteAggregate Impact Value Test, Procedure, Result & Standards. Maximum Allowable Impact Value of Aggregate for Different Types of Pavements: Sr. No. Types of Pavements: Aggregate Impact Values (Max.) 1: Water Bound Macadam (WBM) Sub- Base Course: 50: 2: Cement Concrete, Base Course: 45: 3: i) WBM base course with bitumen surfacing: 40 : ii) Built up- Spray grout, base course : 4: Bituminous
WhatsAppGet PriceGet A QuoteThe aggregate impact value is a measure of resistance to sudden impact or shock, which may differ from its resistance to gradually applied compressive load. Procedure o f Aggregate Impact Test The test sample consists of aggregates sized 10.0 mm 12.5 mm. Aggregates may be dried by heating at 100-110° C for a period of 4 hours and cooled.
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maximum allowable for aggregate impact value Aggregate impact and SlideShare AGGREGATE IMPACT TEST TABLE 121 Maximom Allowable Impact Value of Aggregate in Different Types of Pavement Material/Layers Aggregate impact value, maximum, % Water bound macadam (WBM) subbase course Cement concrete, base course (as per 151) (i) WBM base course with bitumen surfacing (ij) Builtup spray grout, base
WhatsAppGet PriceGet A QuoteAggregate Impact Value Lab Report. 2017-5-29 Aggregate impact value (%) Quality of aggregate . 10 Exceptionally strong 10 20 Strong 20 30 Satisfactory for road surfacing >35 Weak for road surfacing Table 2: Maximum allowable impact values of aggregate in different types of Pavement Get Price
WhatsAppGet PriceGet A QuoteThe impact test on aggregate is carried out to know the response of aggregates to different kinds of loads that the aggregates will be subjected to during their service life. The need for impact value test is used to measure the toughness of aggregates which is nothing but the ability of aggregates to resist the sudden loading or impact loading.
WhatsAppGet PriceGet A QuoteFrom the calculations done we came to know that the sargodha crush is a good aggregate and margala crush and the mixture of margala and Sargodha are also close to the maximum allowable limit for good aggregates Hence they can be acceptable as their Aggregate Impact value is less then 35.
WhatsAppGet PriceGet A QuoteThe aggregate crushing value gives a relative measure of the resistance of an aggregate to crushing under a gradually applied compressive load Crushing value is a Table 2: Maximum allowable impact values of aggregate in different types of Pavement material/ layers. How to Determine the Aggregate Crushing Strength Value in
WhatsAppGet PriceGet A QuoteAggregate impact value gives a relative measure of the resistance of an aggregate to sudden shock or impact, As an alternative to crushing value, the aggregate impact value should not exceed 45% by weight for aggregates used for concrete other than for wearing surfaces and 30% by weight for concrete for wearing surfaces, such as runways, roads
WhatsAppGet PriceGet A QuoteSieve sizes commonly used for concrete aggregates are detailed in Table 1, and various physical properties of normalweight aggregates, with typical range values, are shown in Table 2. Coarse and fine aggregates are generally sieved separately. That portion of an aggregate passing the 4.75 mm (No. 4)
WhatsAppGet PriceGet A QuoteCrushed Aggregate Base 0 50 100 150 200 250 300 350 60 65 70 75 80 85 90 95 Density (% theoretical max.) CBR, %( @ 0.2 " Penetration) NCSA Engineering Bulletin No. 12 (1962) Crushed Limestone Similar To AASHO Road Test T 99 T 180 Figure 5. Impact of Density on CBR of CAB Based on experience, a rule of thumb to use for evaluating the
WhatsAppGet PriceGet A QuoteSPT value can determined by counting the number of blow required to penetrate the last 12in (300 mm approx.) of a 18 in. ( 450 mm approx.) sampler. After getting this value we can easily determine the bearing capacity of soil by following formulas: Meyerhof''s Formula: For footing width 4 feet or less: Qa= (N/4) / K.
WhatsAppGet PriceGet A Quoteaggregate crussing value . The aggregate Impact value gives a relative measure of the resistance of an aggregate to sudden shock or Table1 Maximum Allowable Impact Value of Aggregate
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Maximum Allowable Deflection (mm) Aggregate over Lime Modified Soil 0.30 Aggregate over Cement Modified Soil 0.27 Table 1 Acceptance of the compaction of aggregates will be determined by averaging three LWD tests obtained at a random station determined i
WhatsAppGet PriceGet A QuoteProcedure of Aggregate Impact value test. The test sample: normally aggregates sized 10.0 mm to 12.5 mm. the aggregates should be dried by heating at 100-110 0C for a period of 4 hours and cooled.
WhatsAppGet PriceGet A QuoteThe third characteristic to address is the portion passing the No. 200 sieve. The maximum value should be selected based on the characteristics of the fines and the environment of the project. In general, maximum allowable values range from 8 – 15 %, depending on rainfall and frost depth.
WhatsAppGet PriceGet A QuoteAggregate Impact Value (AIV) Aggregate impact value gives a relative measure of the resistance of an aggregate to sudden shock or impact, As an alternative to crushing value, the aggregate impact value should not exceed 45% by weight for aggregates used for concrete other than for wearing surfaces and 30% by weight for concrete for wearing surfaces, such as runways, roads for pavements
WhatsAppGet PriceGet A QuoteAGGREGATE IMPACT VALUE This test is done to determine the aggregate impact value of coarse aggregates as per IS: 2386 (Part IV) – 1963. The apparatus used for determining aggregate impact value of coarse aggregates is Impact testing machine conforming to IS: 2386 (Part IV)- 1963,IS Sieves of sizes – 12.5mm, 10mm and 2.36mm, A […]
WhatsAppGet PriceGet A QuoteAggregates to be used for wearing course, the impact value shouldn''t exceed 30 percent. For bituminous macadam the maximum permissible value is 35 percent. For Water bound macadam base courses the maximum permissible value defined by IRC is 40 percent Soundness test
WhatsAppGet PriceGet A QuoteMaximum Allowable Impact Value of Aggregate for Different Types of Pavements. Sr. No. Types of Pavements: Aggregate Impact Values (Max.) 1: Water Bound Macadam (WBM
WhatsAppGet PriceGet A QuoteProcedure of Aggregate Impact value test. The test sample: normally aggregates sized 10.0 mm to 12.5 mm. the aggregates should be dried by heating at 100-110 0C for a period of 4 hours and cooled.
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WhatsAppGet PriceGet A QuoteAggregate test pdf. Range Of Aggregate Crushing Value. Aggregate impact value quality of aggregate 10 exceptionally strong 10 – 20 strong 20 – 30 satisfactory for road surfacing 35 weak for road surfacing table 2 maximum allowable impact values of aggregate in different types of pavement material layers slno types of pavement material layer aggregate impact value.
WhatsAppGet PriceGet A QuoteAggregate Impact Value Lab Report. 2017-5-29 Aggregate impact value (%) Quality of aggregate . 10 Exceptionally strong 10 20 Strong 20 30 Satisfactory for road surfacing >35 Weak for road surfacing Table 2: Maximum allowable impact values of aggregate in different types of Pavement Get Price
WhatsAppGet PriceGet A Quote2 – Abrasion (AASHTO T-96)
Aggregate impact value (%) Quality of aggregate . 10 Exceptionally strong 10 – 20 Strong 20 – 30 Satisfactory for road surfacing >35 Weak for road surfacing Table 2: Maximum allowable impact values of aggregate in different types of Pavement material/ layers Sl.No Types of pavement material /layer Aggregate impact value (%) 1 Water bound
WhatsAppGet PriceGet A QuoteAggregate impact and SlideShare. AGGREGATE IMPACT TEST TABLE 12.1 Maximom Allowable Impact Value of Aggregate in Different Types of Pavement Material/Layers Aggregate impact value, maximum, % Water bound macadam (WBM). sub-base course Cement concrete, base course (as per 151) (i) WBM base course with bitumen surfacing (ij) Built-up spray grout, base course Bituminous macadam, base course (i
WhatsAppGet PriceGet A QuoteThe aggregate impact value is a measure of resistance to sudden impact or shock, which may differ from its resistance to gradually applied compressive load. Procedure o f Aggregate Impact Test The test sample consists of aggregates sized 10.0 mm 12.5 mm. Aggregates may be dried by heating at 100-110° C for a period of 4 hours and cooled.
WhatsAppGet PriceGet A QuoteAggregate impact and SlideShare. AGGREGATE IMPACT TEST TABLE 12.1 Maximom Allowable Impact Value of Aggregate in Different Types of Pavement Material/Layers Aggregate impact value, maximum, % Water bound macadam (WBM). sub-base course Cement concrete, base course (as per 151) (i) WBM base course with bitumen surfacing (ij) Built-up spray grout, base course Bituminous macadam, base course (i
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