Sieve Size Percent Passing " 100 " 65 – 95 #4 30 – 65 #16 15 – 30 #200 10 – 15 Table 1 – DSA Gradations . B. Abrasion Resistance: The loss of mass (LA Abrasion) shall be less than 40%. Determine the resistance to abrasion using the Los Angeles Abrasion test, ASTM C131.
MT 209 Eliminated (Use AASHTO T 96 Resistance to Degradation of SmallSize Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine) MT 210 MoistureDensity Relations of Soils Using lb. Rammer and 12 In. Drop. 1 pp Dec 2016 MT 211 Eliminated (Use AASHTO T 134 MoistureDensity Relations of SoilCement Mixtures)
Mar 02, 2017· Aggregates of Concrete 1. ... Flakiness IndexFlakiness Index • The flakiness index of aggregate is the percentage byThe flakiness index of aggregate is the percentage by weight of particles in it whose least dimension (thickness)weight of particles in it whose least dimension (thickness) isis less than threefifths of their mean dimension ...
Granular B aggregates may also consist of a blend of any combination of: natural aggregate, reclaimed Portland cement concrete, and reclaimed asphalt pavement. The final blend shall not contain more than 30% by mass of asphalt coated particles as determined by percent of asphalt coated particles, LS 621.
measured using round bar sieves, rather than slotted trays. Sieve sizes have also been changed. The remaining tests, such as Polished Stone Value, Aggregate Abrasion Value, and Magnesium Sulphate Soundness, have been retained virtually intact. Aggregate strength is now assessed using the Los Angeles test, which has replaced the Ten Percent
Coarse aggregate samples should have a minimum weight of 75 pounds (35 kg). Fine aggregate samples should have a minimum weight of 15 pounds (10 kg). However, with consideration to handling and lifting safety, no single bag or container should weigh in excess of 40 pounds (20 kg).
determination of the percentage of wear(los angeles)on small samples of stone aggregate for use in road construction determinazione delia percentuale di usura los angeles su piccole quantita di pietrischetti e graniglie per uso stradale. an apparatus, termed the, for the measurement of wear in rocky materials, is described.
A representative aggregate sample is placed in a calibrated measure and the mass determined. The bulk density is calculated by dividing the aggregate mass by the volume of the measure. Bulk density for this FOP is expressed as pounds per cubic foot (lb/ft 3). Void content is expressed as a percentage and will require knowledge of the G sb (OD) (oven
Resistance to Abrasion of Small Size Coarse Aggregate by Use of the Los Angeles Machine PDF39KB FM 1T099 MoistureDensity Relations of Soils Using A  Rammer and a 305Mm [12In.] ... Determining Percent by Weight of Schist, Phyllite or Shale in Coarse Aggregate PDF77KB FM 5587. Bond Strength of Repair Materials with Concrete ...
SmallSize Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine). The LA abrasion loss value is expressed as a percentage of wear (PW) or the percentage of aggregate loss due to the abrasion. Lower PW indicates an aggregate that is tougher and more resistant to abrasion.
Particle Size Distribution (Gradation) of Soils using Sieve Analysis; Resistance to Degradation of Small Large Aggregate Los Angeles Machine; Sand Equivalent Value of Soils Fine Aggregate; Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate; Unconfined Compressive Strength of .
The CAA test estimates coarse aggregate angularity by visually inspecting a small sample of coarse aggregate and separating the sample into those pieces with a fractured face and those without (Figure 2). If more than one fractured face is specified, the same test can be done using two fractured faces as the decision criteria.
• Standard Test Method for Resistance to Degradation of LargeSize Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (ASTM C535) • Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (AASHTO T176) • Standard Guide for Petrographic Examination of Aggregates for Concrete (ASTM C295)
Abrasion and Impact in the Los Angeles Machine C535 Resistance to Degradation of LargeSize Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine C142/T112 Clay Lumps and Friable Particles in Aggregate D2419/T176 Plastic Fines in Graded Aggregates and Soils by Use .
ATM 313. The aggregate shall have a percent of wear not more than 50 at 500 revolutions as determined by AASHTO T 96 and shall not show evidence of disintegration nor show loss greater than 12% when subjected to 5 cycles of sodium sulfate accelerated soundness test using AASHTO T 104. CRUSHED AGGREGATE SURFACE COURSE.
The limits vary from to percent, depending on the classification of the aggregate. The percentage is a measure of the degradation or loss of material as a result of impact and abrasive actions. Section details the requirements. Abrasion requirements do not apply to blast furnace slag.