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Home -- F M Testing Lab

Welcome to F M Testing Lab FM Testing Lab is one of most sophisticated and unique, NABL accredited independent testing lab for disciplines of Mechanical, Chemical & Non Destructive testing.

Material Test

AIM The fine aggregate angularity test determines the loose uncompacted void content of a fine aggregate material APPARATUS Cylindrical Measure, Funnel (Pycnometer Top), Funnel Stand, Square Glass Plate, Pan, Metal Spatula, Balance PROCEDURE (METHOD A) Obtain.

Utilization of Coal Mixed Waste Aggregates Available at

Utilization of Coal Mixed Waste Aggregates Available at Thermal Power , Property Method of Test Specified limit as per MoRTH 2013 Test Results Aggregate Impact Value IS:2386 part 4 Max 40 23 Liquid Limit IS:2720 part 5 Max 25 157 Plasticity Index IS:2720 part 5 Max 6 1 CBR, % IS:2720 part 5 Min 30 43 Table 7: Test Results for GSB Property.

Determine Particle Size Distribution Of Soil

This test is done to determine the particle size distribution of soil as per IS: 2720 (Part 4)

IS 2720 (Part 4):1985 IS 1498 1 %to 1000 % Atterberg’s limit (Liquid limit, Plastic limit and Plasticity Index) , Aggregate Impact Value IS 2386 (Part 4) :1963 Clause No 4 050 % to 5000 % Los Angeles abrasion value IS 2386 (Part 4):1963 Clause No 5.

CIVIL QUALITY CONTROL LAB: AGGREGATE IMPACT VALUE TEST

The test sample consists of aggregates passing 125mm sieve and retained on 10mm sieve and dried in an oven for four hours at a temperature 100 0 C to 110 0 C and cooled Test aggregates are filled up to about one-third full in the cylindrical measure and tamped 25 times with rounded end of the tamping rod.

Strength and Rutting Characteristics of WBM with Partial

1 Impact value of aggregate IS:2386 Part 4 25% < 30% 2 Los Angeles abrasion value IS:2386 Part 4 14% < 40 % 3 Flakiness index IS:2386 Part 1 1% < 15% , 2720 Part 4 607 071 4 Liquid limit IS:2720 Part 5 4050% <55% 5 Plasticity Index IS:2720 Part 5 1636% <30% 6 Maximum Dry Density IS:2720 Part 8 31540 kN/m.

Utilization of Recycled Highway Aggregate by Replacing it

(part-4) or IS: 5640 (g/cc)The maximum dry density for GSB and WMM was found for different mix (variable % of recycled aggregate) at optimum moisture content as per procedure laid down in IS: 2720 (Part-8)-1987 CBR value is highly dependent on the condition of the materials at the time of testing The test performed on.

Replacement of recycled coarse aggregates with natural

4 RESULTS Specific gravity test: his test is done using pycon T meter test For determining the specific gravity of cement specific gravity flask was used in the laboratory and was found to be 315 g/cc according to IS: 2720-1980 (part 3) W 1 = wt of empty flask W 2 = wt of flask + wt of aggregate W 3 = wt of flask + wt of.

aggregate crushing unit

Aggregate Crushing Machine 500TPH Artificial Sand/Aggregate Impact Crushing Machine 2018 New design aggregate crushing machinery, stone jaw crusher equipment with two year , aggregate impact value is 2720 part 4; kotputli aggregate crushing plant details; wikipedia of aggregate impact test; density of coarse aggregate in kg m3 crusher in.

Determine Particle Size Distribution Of Soil

This test is done to determine the particle size distribution of soil as per IS: 2720 (Part 4)

STEEL SLAG WASTE MATERIAL FOR THE CONSTRUCTION OF ROAD , Specific gravity test was carried out as per IS 2720 Part 3 , 2386 Part 4 (1963) Aggregate impact value of.

Aiv test of aggregate free download

Aggregate Impact Value Apparatus

according to IS 2720 (Part 8) 5 Find Liquid Limit, Plastic Limit and Plasticity Index according to IS 2720 (part 5) 6 Plasticity Modulus and Product are determined according to IS 2720 (part 5) 7 Find Uniformity Coefficient as specified 8 10% Fines value is determined according to IS 2386 (Part 4) 9.

perimisible limits of aggregate impact value report

conclusion for aggregate impact value report

Coarse Aggregate Aggregate Impact Value IS 2386 : Part 4 1963 RA: 2016 This is annexure to 'Certificate of Accreditation' and does not require any signature Laboratory Name PRINTANIA OFFSET PVT LTD, MATERIAL TESTING LABORATORY, STJOHN.

SPECIFIC GRAVITY TEST OF SOIL(IS-2720-PART ,

Aug 03, 2017· Take about 200 g to 300 g of oven dried soil passing through 475mm sieve into the pycnometer and weigh again(W 2) Add water to cover the soil and screw on the cap Shake the pycnometer well and connect it to the vaccum pump to remove entrapped air for about 10 to 20 minut.

Testing Services

Service Provider of Testing Services - Building & Road Material Testing Services, Electric Cables & Electrical Materials, Ferrous and Non Ferrous Metals and Alloys Testing and Pipes, Conduits & Fitting offered by Ghaziabad Testing Laboratories Pvt Ltd, Ghaziabad, Uttar Pradesh.

different test on soil

Posts about different test on soil written by Kishan Mudavath.

SIEVE ANALYSIS OF SOIL(IS-2720-PART-4-1985)

Aug 03, 2017· PROCEDURE The sample is dried to constant mass in the oven at a temperature of 110 0 ±5 0 C and all the sieves which are to be used in the analysis are cleaned; The oven dry sample is weighed and sieved successively on the appropriate sieves starting with largest.

Material to be stabilised soil including sand and gravel

• Material to be stabilised : soil including sand and gravel, laterite, kankar, brick aggregate, crushed rock or slag or any combination of these The material shall have a grading shown in Table 400-3(a).

aggregate crushing unit

Aggregate Crushing Machine 500TPH Artificial Sand/Aggregate Impact Crushing Machine 2018 New design aggregate crushing machinery, stone jaw crusher equipment with two year , aggregate impact value is 2720 part 4; kotputli aggregate crushing plant details; wikipedia of aggregate impact test; density of coarse aggregate in kg m3 crusher in.

KERALA IRRIGATION INFRASTCTURE DEVELOPMENT

KERALA IRRIGATION INFRASTCTURE DEVELOPMENT CORPORATION 2 , Aggregate Impact Value/Los Angeles Abrasion Value IS: 2386 (Part 4) 1 test per 1000 m3 3 Flakiness & Elongation Indices IS: 2386 (Part 1) 1 test per 500 m3 4 Atterberg Limits IS: 2720 (Part 5) 1 test per 200 m3 5 Water absorption IS: 2386 (Part 3).

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