

The observations in the Impact Test are recorded, including the total weight of the dry sample (W1 gm), weight of portion passing the 2.36 mm sieve (W2 gm), and the calculated Aggregate Impact Value in percent. Significance of Aggregate Impact Value. The Aggregate Impact Value is used to classify aggregates based on their suitability for ...



Aggregate Impact Value: IS: 2386(part 4) 30% Maximum : Flakiness and Elongation Index: IS: 2386(part 1) 30% Maximum : Stripping value: AASHTO T 182: ... IS: 2386(part 3) 2% Maximum : sand equivalent test: IS: 2720(Part-37) Not less than 50 : Mix grading: Table 500.9 of specification clause 507: 1 test for each 400 tonnes of mix subject to a ...





For determination of the aggregate impact value of coarse aggregate, which passes 12.5 mm. IS sieve and retained on 10 mm. IS sieve. Reference Standards. IS: 2386(Part IV)-1963 Methods of test for aggregate for concrete Part IV Mechanical Properties. Equipment & Apparatus. Aggregate Impact Test Machine; Sieves …





Designator of Legally Binding Document: IS 2386-4 Title of Legally Binding Document: Methods of test for aggregates for concrete, Part 4: Mechanical properties Number of Amendments: 3 Equivalence: Superceding: Superceded by: LEGALLY BINDING DOCUMENT Step Out From the Old to the New--Jawaharlal Nehru Invent a new India …



Transportation Engineering Laboratory Department of Civil Engineering IIT Roorkee TESTING CHARGES (Year 2020) (A) AGGRIGATE TESTS Name of Test Relevant Standard Codes Rate per Test (Rs.) Aggregate Crushing Value IS: 2386 (P-a) 8,000.00 Aggregate Impact Value IS: 2386 (P_-a) 8,000.00 Los Angeles Abrasion Value IS: …





Aggregate Impact Value (AIV) IS:2386 (Part 4) or IS : IS 5640 40 maximum Liquid Limit IS: 2720 (Part 5) Maximum 25 Plasticity Index IS: 2720 (Part 5) Maximum 6 CBR at 98% dry density (At IS :2720-Part 8) IS: 2720 (Part-5) Minimum 30 unless otherwise specified in the Contract 3. BULKAGE OF RIVER SAND AND COARSE SAND





How do you calculate the aggregate impact value? The impact value is measured in the ratio between the sieved aggregate of 10mm & 2.36mm aggregates. The aggregate impact value test will be conducted as per the Indian Standard Code IS code 2386 Part 4. Let's start with the experiment to understand the concept better. Precautions to be taken ...





The portion of the total aggregate passing through a 4.75mm sieve shall have a sand equivalent value of not less than fifty when tested following the requirement of IS 2720 (Part-37). ... 4: Density: IS:2720 (Part-8) 1 test per 500 sqm: 5: Deliterious content: IS:2720 (Part-27) As required: 6: CBR: IS:2720 (Part-16) ... Aggregate Impact Test ...



Aggregate impact value = A X ]00 where C 11IOII weight of the fines formed, and A = weight of the oven-driedsample. 6. REPORTING OF RESULTS 6.1 The mean of the two results shall be reported as aggregate impact value (wet)ofthe tested material. ( Continu,d from /Hlg' 1) Membm llI/Jftstnting SaRI S. V. SURYANARIANA. Central Water &





Aggregate Impact Value (AIV) IS:2386 (Part 4) or IS : IS 5640 40 maximum Liquid Limit IS: 2720 (Part 5) Maximum 25 Plasticity Index IS: 2720 (Part 5) Maximum 6 CBR at 98% dry density (At IS :2720-Part 8) IS: 2720 (Part-5) Minimum 30 unless otherwise specified in the Contract 7. BULKAGE OF RIVER SAND AND COARSE SAND



IS 2386 : Part 4 : 1963 Methods of test for aggregates for concrete Part 4 Mechanical properties. UDC 691.322 : 620.17: ... Determination of Aggregate Impact Vaiue, d) Determination of Aggregate Abrasion Value, ... Determination of the Polished Stone Value, and . f) Determination of Crushing Strength. ...



IS : 2720 ( Part 5 ) - 1985 3.1.3 Porcelain Euaporntiq Dish - about 12 to 15 cm in diameter. 3.1.4 Flat Glass Plate - 10 mm thick and about 45 cm square or larger ( alternative to porcelain evaporating dish for nlixing soil with water ). 3.1.5 Spatula - flexible, with the blade about 8 cm long and 2 cm wide



Citation preview. Codal Reference and Acceptance Criteria of different construction material for different construction works Sl. No. 1. Item / Activity Embankment Construction Test Liquid Limit Plasticity Index Shrinkage Limit Swelling index Clay Content Deleterious Content Test Reference Code IS: 2720 (Part 5) IS:2720 (Part 4) IS: 2720 (Part 27) …



Los Angeles Abrasion Value or, Aggregate Impact Value: IS 2386 (Part -4) IS 2386 (Part -4) or IS :5640: 40 % (Max.) 30% (Max: 2. ... Optimum moisture for mixing shall be obtained by following IS 2720(Part-8) after replacing the aggregate fraction retained on the 22.40 mm sieve with the material of 4.75mm to 22.4mm size.







Remoulded Specimens - The dry density for a remoulding shall be either the field density or the value of the maximum dry density estimated by the sompaction tests [see IS: 2720 (Part 7)-l 980 and IS: 2720 (Part 8)-19831 or any other density at which the bearing ratio is desired. The water c&tent used for compaction should be the optimum water ...







Designator of Legally Binding Document: IS 2720-4 Title of Legally Binding Document: Methods of test for soils, Part 4: Grain size analysis Number of Amendments: Equivalence: Superceding: Superceded by: LEGALLY BINDING DOCUMENT Step Out From the Old to the New--Jawaharlal Nehru Invent a new India using knowledge.- …
