Laboratory sieves and testing equipment

Services

Soil Mechanics Services

Specialized laboratory for analyzing and certifying soils through laboratory testing, compaction, resistance, and site visits.

01

Laboratory Testing

We identify and classify soil through granulometry, Atterberg limits, particle density, natural moisture, and cubicity.

Foundations, road design, earthwork

  • Soil classification and identification (AASHTO, USCS)
  • Granulometry test (Road Manual V8)
  • Atterberg limits (NCh 1517/1 and NCh 1517/2)
  • Solid particle density (NCh 1532)
  • Natural moisture content (NCh 1515)
  • Particle cubicity test (Road Manual V8)

Foundations, road design, earthwork

  • Foundations, road design, earthwork
02

Compaction Testing

We determine maximum density, optimal moisture content, and load-bearing capacity of the terrain.

Foundations, road design, earthwork

  • Modified Proctor (NCh 1534/2)
  • Bearing ratio / CBR index (NCh 1852)
  • Maximum and minimum density (ASTM D4253 / D4254)

Foundations, road design, earthwork

  • Compaction control, pavements, foundations, and platforms
03

Resistance Testing

We evaluate soil resistance and durability under mechanical loads and stresses.

Foundations, road design, earthwork

  • Unconfined compression (ASTM D2166)
  • Direct shear (ASTM D3080)
  • Los Angeles abrasion (NCh 1369)

Foundations, road design, earthwork

  • Retaining walls, slopes, structural bases, and roads
04

Site Visits

We inspect terrain on-site to identify geotechnical conditions and guide the necessary tests.

Foundations, road design, earthwork

  • Professional technical visits
  • Terrain density measurement
  • Nuclear densometer test (Road Manual Vol.8/2014)
  • Sand cone test (NCh1516)
  • Sample collection
  • Trial pit stratigraphy
  • Permeability measurement (Porchet)

Foundations, road design, earthwork

  • Roads, foundations, construction platforms, and road works

Ready to Get Started?

Contact us today to discuss your project requirements and get a detailed quote.