Vibrating Compaction Hammer

BS 1377:4 | BS 1924:2 | EN 13286-4 | NZS 4402.4.1.3:1986 | NZTA T19:2020
Mainly used for the vibrating hammer compaction test, but can also be used for the compaction of Proctor and CBR soil specimens and NZTA T19 asphalt specimens.

Using the appropriate tamping foot it can also be used for compacting asphalt in the “Percentage refusal density test”.

Double insulated motor. Plastic trigger handle. The hammer is supplied without support frame and tampers which have to be ordered separately.

CONTROLS model:

33-T8702/A: Vibration hammer for soil and asphalt compaction, 230V/50-60Hz/1Ph
  • Full load impact rate 2800 bpm
  • Constant speed with variable speed control
  • Soft grip and shock-absorbing handle

33-T8702/FR: Supporting frame for vibrating hammer
33-T8702/W: Extra weight, 20 kg total, for steel frame model 33-T8702/FR

33-T0087/6: Small tamping foot, 102 mm dia., head only
33-T0087/7: Large tamping foot, 146 mm dia., head only

33-T0087/8A: Shank, 300 mm long                  
We also recommend Groundtest T19 split mould for a complete test set.

G-T0079/NZ: Groundtest T19 split mould complete with body, collar and plain baseplate

ITS mould complying to NZTA T-19 and NZS Vibrating hammer test.
152 +/-0.5mm dia. x 125-127 mm high specimens.

We usually have them in stock.
The Indirect Tensile Strength (ITS), in accordance with NZTA T19:2020 specification, is determined by measuring the ultimate load to failure of a test specimen that is subjected to a constant rate on its diametrical axis.

2020PAC00310: Indirect Tensile Loading Jig to NZTA T19 specifications

CONTROLS have implemented small quality of life improvements to NZTA’s drawing, such as better base and a spring return mechanism, while conforming to the mandatory specifications.
IANZ calibration certificate available on request.