Compacted Road Base and Subbase Soils

Product Codes:

• Relative Density Test Set acc.to ASTM is used for the determination of the relative density of cohesionless soil for which impact compaction will not produce a well-defined moisture-density relationship curve and where the maximum density of impact method will generally be less than by vibratory method.
• The test is applicable to soils that may contain up to 15 %, by dry mass, of soil particles passing a No 200 (75-μm) sieve, provided they still have cohesionless, free-draining characteristics.
• Further, these test methods are applicable to soils in which 100 %, by dry mass, of soil particles pass a 3-in. (75-mm) sieve.

• UTS-0670A-C, Relative Density Test Set consists of an electromagnetic vibrating table with controller, relative density mould sets (0,1 ft.³ and 0,5 ft^.3) and relative density gauge set.
• UTS-0672A or UTS-0673A, Relative Density Mould Set consists of a mould, circular surcharge weight with handle, surcharge base plate with handle and detachable guide sleeve with clamp assembly.
• UTS-0674A, Relative Density Gauge Set consists of an analogy displacement dial gauge (50 x 0.01 mm division, 0-100 scale – UTGM-0132) with holder and calibration bar, metal 75 x 300 x 6mm set.
• UTS-0676, Cross Crane with Electric Motor is used for handling of surcharge weights for user health during the test.
• The Crane be anchored to a rigid wall and/or concrete ground.
• UTS-0678, Equipment for Amplitude Calibration of Vibrating Table consists of a software for vibration amplitude measurement, data acquisition (1000 record/second) unit, electronic displacement transducer (accuracy 0.0005 in. – 0.015 mm) and mount for displacement transducer (for mounting the transducer at the top of the mould. during the calibration)
• UTS-0675, UTS-0676 and UTS-0678 should be ordered separately.

Due to the continuous development of our products, the goods supplied may vary in detail to that illustrated on this Website.