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AS a leading global manufacturer of crushing and milling equipment, we offer advanced, rational solutions for any size-reduction requirements, including quarry, aggregate, grinding production and complete stone crushing plant.
Primary mobile crushing plant
Independent operating combined mobile crushing station
Mobile secondary crushing plant
Fine crushing and screening mobile station
Fine crushing & washing mobile station
Three combinations mobile crushing plant
Four combinations mobile crushing plant
HGT gyratory crusher
C6X series jaw crusher
JC series jaw crusher
Jaw crusher
HJ series jaw crusher
CI5X series impact crusher
Primary impact crusher
Secondary impact crusher
Impact crusher
HPT series hydraulic cone crusher
HST hydraulic cone crusher
CS cone crusher
VSI6S vertical shaft impact crusher
Deep rotor vsi crusher
B series vsi crusher
Vertical grinding mill
Ultra fine vertical grinding mill
MTW european grinding mill
MB5X158 pendulum suspension grinding mill
Trapezium mill
T130X super-fine grinding mill
Micro powder mill
European hammer mill
Raymond mill
Ball mill
GF series feeder
FH heavy vibrating feeder
TSW series vibrating feeder
Vibrating feeder
Vibrating screen
S5X vibrating screen
Belt conveyor
Wheel sand washing machine
Screw sand washing machine
Rod mill
Dryer
Rotary kiln
Wet magnetic separator
High gradient magnetic separator
Dry magnetic separator
Flotation machine
Electromagnetic vibrating feeder
High frequency screen
Minimum specified sand equivalent values for fine aggregate in HMA range from 26 to 60 with the most common being 45 The requirement is also dependent upon the type of HMA layer (eg, base course or surface course) Issues with the Sand Equivalent Test The sand equivalent test is • Higher sand equivalent values indicate “cleaner” (less fine dust or claylike materials) aggregate • Typical sand equivalent values range from less than 30% to more than 90% • If agg #1 has SE = 70% and agg #2 has SE = 40 % that means agg #1 has more sand and less clay like material than agg #2Sand Equivalent Value of Soils and Fine Aggregate52 A minimum sand equivalent value may be specified to limit the permissible quantity of claylike or clay size fines in an aggregate 53 This test method provides a rapid field method for determining changes in the quality of aggregates during production or placementStandard Test Method for Sand Equivalent Value of Soils 52 A minimum sand equivalent value may be specified to limit the permissible quantity of claylike fines in an aggregate 53 This test method provides a rapid field method for determining changes in the quality of aggregates during production or placement 6Standard Test Method for Sand Equivalent Value of Soils value of sand equivalent charact erize the fine aggregate as “dirty” and indicates that possibly the clay materials are harmful The test is car ried out on the 0/2mm fraction in fine Sand equivalent and methylene blue value of aggregates for
The sand equivalent test quantifies the relative abundance of sand versus clay in soil It is measured by standardized test methods such as ASTM D2419, AASHTO T176, and EN 9338 The test is used to qualify aggregates for applications where sand is desirable but fines and dust are notSAND EQUIVALENT OF SOILS AND FINE AGGREGATE DOTD Designation: TR 120 (AASHTO T 176) I Scope A This method of test is designed to determine the relative proportion of dust or clay material in fine aggregates using a mechanical shaker B Reference Documents 1 DOTD TR 108 – Splitting and Quartering Samples 2Method of Test for SAND EQUIVALENT OF SOILS AND FINE sand equivalent value of fine aggregate sand equivalent value soil fine aggregates (astmd2419) Suryakanta October 17, 2015 Sand Equivalent Value Test Purpose To determine the percent of undesirable particles in the fine aggregate fraction used in sand equivalent value of fine aggregate trapkroegnlThe sand equivalent test quantifies the relative abundance of sand versus clay in soil It is measured by standardized test methods such as ASTM D2419, AASHTO T176, and EN 9338 The test is used to qualify aggregates for applications where sand is desirable but fines and dust are notSand equivalent test WikipediaASTM D2419, 2014 Edition, June 1, 2014 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate This test method is intended to serve as a rapid fieldcorrelation test The purpose of this test method is to indicate, under standard conditions, the relative proportions of claysize or plastic fines and dust in granular soils and fine aggregates that pass the 475mm (No 4 Standard Test Method for Sand Equivalent Value of Soils
The Sand Equivalent Test Kit is used to determine the fines of aggregates The Sand Equivalent test set is supplied with four measuring cylinders, two rubber stoppers, measuring can, irrigator tube, siphon assembly with bottle, weighted foot, funnel, graduated rule, 1 given fine aggregate, as the sand equivalent value changes from 60 to 80, the concrete properties will exhibit the following changes l Gain in 7day compressive strength of 15% 2 Gain in 28day compressive strength of 16% 3 Gain in 7day modulus of rupture of 13% 4 Gain in 28day modulus of rupture of 12% Clay, Aggregate and ConcreteSAND EQUIVALENT OF FINE AGGREGATE North Dakota Department of Transportation, Materials Research SFN 51730 (32020) Project PCN District Engineer Contractor Submitted By Date Sampled Material Specification Size or Class Sample From Field Sample Number Pit Location Sand Gravel Aggregate Pit Owner Sample NumberSAND EQUIVALENT OF FINE AGGREGATECivil engineering test methods Part AG5: Sand equivalent value of fine aggregates: Edition: 101: Amendments: 1A: National: : Abstract: Covers the method used to determine the sand equivalent value of fine aggregates Date Approved: Nov 24, 2015: Replaces: SANS 3001AG5 ed 101 of 2015: Issued By: STANDARDS: Stage Date: Nov 24, 2015 SANS 3001AG5:2015 (Ed 101)sand equivalent value of fine aggregate sand equivalent value soil fine aggregates (astmd2419) Suryakanta October 17, 2015 Sand Equivalent Value Test Purpose To determine the percent of undesirable particles in the fine aggregate fraction used in sand equivalent value of fine aggregate trapkroegnl
SAND EQUIVALENT VALUE SOIL FINE AGGREGATES (ASTMD PurposeEquipment and MaterialsTest ProcedureCalculationThe Sand Equivalent test kit consists of the following: 1 Graduated plastic cylinder 2 Rubber stopper 3 Irrigation tube 4 Weighted foot assembly and a siphon assembly 5 78liter (1 gallon) bottle 6 Four measuring tins having a diameter of approximately 57 mm (2 inches) Oct 12, 2017 sand equivalent value soil fine aggregates (astmd2419) Suryakanta October 17, 2015 Sand Equivalent Value Test Purpose To determine the percent of undesirable particles in the fine aggregate fraction used in the design of Portland cement concrete mixturesAggregate Archives Sand Equivalent Pavement Interactive Minimum specified sand equivalent values for fine aggregate in HMA range from 26 to 60 with the most common being 45 The requirement is also dependent upon the type of HMA layer (eg, base course or surface course) Issues with the Sand Equivalent Test The sand equivalent test is meant to be aminimum sand equivalent in structural ncreteNorth Dakota T 176 Produced in cooperation with the Upper Great Plains Transportation Institute at NDSUSand Equivalent Test YouTubeStandard Test Method for Sand Equivalent Value of Soils and Fine Aggregate: ASTM D2419: Sand Equivalent: Sand, equivalent: Details: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate: ASTM C88: Soundness Durability: Soundness, Sodium, Sulfate, Magnesium, DetailsLab Services, Aggregate Materials Testing GeoTesting
5 ASTM D2419 Test Method for Sand Equivalent Value of Soils and Fine Aggregate 6 ASTM D2844 Test Method for Resistance RValue and Expansion Pressure of Compacted Soils 7 ASTM D2922 Test Methods for Density of Soil and SoilAggregate in Place by Nuclear Methods (Shallow Depth) 8Apr 30, 2011 According to Caltrans' test method 217Sand Equivalent, "The sand equivalent test provides a measure of the relative proportions of detrimental fine dust or claylike material in soil or fine aggregates" Fine dust (#200s and smaller) and clay material in aggregates can be detrimental to the performance of hot mix asphalt for a variety of reasonsSand Equivalents Quality in CaliforniaSAND EQUIVALENT OF FINE AGGREGATE North Dakota Department of Transportation, Materials Research SFN 51730 (32020) Project PCN District Engineer Contractor Submitted By Date Sampled Material Specification Size or Class Sample From Field Sample Number Pit Location Sand Gravel Aggregate Pit Owner Sample NumberSAND EQUIVALENT OF FINE AGGREGATEStandard Test Method for Sand Equivalent Value of Soils and Fine Aggregate 1 Scope 11 This test method is intended to serve as a rapid fieldcorrelation testASTM D2419 Standard Test Method for Sand Equivalent Civil engineering test methods Part AG5: Sand equivalent value of fine aggregates: Edition: 101: Amendments: 1A: National: : Abstract: Covers the method used to determine the sand equivalent value of fine aggregates Date Approved: Nov 24, 2015: Replaces: SANS 3001AG5 ed 101 of 2015: Issued By: STANDARDS: Stage Date: Nov 24, 2015 SANS 3001AG5:2015 (Ed 101)
Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate: ASTM D2419: Sand Equivalent: Sand, equivalent: Details: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate: ASTM C88: Soundness Durability: Soundness, Sodium, Sulfate, Magnesium, DetailsApr 30, 2011 According to Caltrans' test method 217Sand Equivalent, "The sand equivalent test provides a measure of the relative proportions of detrimental fine dust or claylike material in soil or fine aggregates" Fine dust (#200s and smaller) and clay material in aggregates can be detrimental to the performance of hot mix asphalt for a variety of reasonsSand Equivalents Quality in CaliforniaSand Equivalent Test Sets are used to indicate the relative proportions of claylike fines in granular soils and fine aggregates Gilson sets include everything required in ASTM and AASHTO test methods to conduct the test except the shaker Each component is also available separately as an accessorySand Equivalent Test Sets Gilson CoSand Equivalent Shakers are available in motorized and handoperated models for determining the portion of undesirable claylike fines in granular soils and fine aggregates Sand Equivalent Test Sets are complete kits that include necessary components including a Clear Plastic Graduated Cylinder, calcium chloride Stock Solution, Weighted Foot Sand Equivalent Test Equipment Gilson CoFine aggregates in Australia must comply with AS275811 In light of this specification, in 2007 Cement Concrete Aggregates Australia (CCAA) made significant efforts to determine the applicability of this standard towards manufactured sands26 It recommends several useful tests including sand equivalent and methylene blue valueNew Test Method for Assessing Fine Aggregate AggNet
Fine Aggregate Angularity sand equivalent value Minimum > More sand Less clay Clay on aggregate particles reduces binder adhesion Physical Properties of Aggregates 42 Aggregate Source Properties5 ASTM D2419 Test Method for Sand Equivalent Value of Soils and Fine Aggregate 6 ASTM D2844 Test Method for Resistance RValue and Expansion Pressure of Compacted Soils 7 ASTM D2922 Test Methods for Density of Soil and SoilAggregate in Place by Nuclear Methods (Shallow Depth) 832 11 23 Aggregate Base CourseTherefore, the fine aggregate portions retained on and passing the No 200 sieve should be tested separately when the sand equivalent (AASHTO T 176) value of the fine aggregate is less than 75 The portion retained on the No 200 sieve can be tested according to AASHTO T 84Chapter 6 Conclusions and Recommendations Improved the cleanness value (d) Split or quarter out a test specimen conforming to the mass requirements for 1 in × No 4 aggregate (e) Save the portion passing the sand equivalent d ½ in maximum size aggregates (screenings, chips, pea gravel, etc) No further preparation is required 4METHOD OF TEST FOR EVALUATING CLEANNESS OF COARSE Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate 11 This test method is intended to serve as a rapid fieldcorrelation test The purpose of this test method is to indicate, under standard conditions, the relative proportions of claylike or plastic fines and dust in granular soils and fine aggregates that pass the 4 ASTM D241909 Standard Test Method for Sand Equivalent
"The loss by decantation of fine aggregate, in cluding mineral filler when used (Test Method Tex406A), shall not exceed 25 percent As an alternate to this, the fine aggregate may be used if, when subjected to the Sand Equivalent Test, (Test Method Tex203F), the sand equivalent