Thule Air Base, Consolidation Project

Thule Air Base, Greenland

Thule Air Base
Thule Air Base
Thule Air Base

Constructing a new engineering shop and supply facility at Thule Air Base involved excavating about 9.5 m of native soil down to the top of bedrock and placing compacted, non-frost susceptible (NFS) fill from bedrock to finished grade. After the contractor, MT Højgaard Grønland Aps (MTH), placed and compacted approximately 3 m of NFS fill and tested the compacted fill using a lightweight deflectometer, the U.S. Army Corps of Engineers (USACE) requested that MTH verify the in situ density of the fill using other methods. SGH assisted MTH by developing and executing a subgrade testing program.

Scope | Solutions

SGH reviewed the project’s density testing requirements and the sieve analyses for NFS fill. We determined ASTM D5030 – Standard Test Methods for Density of Soil and Rock in Place by the Water Replacement Method in a Test Pit was the appropriate test method, given the grain size distribution. Highlights of our work include the following:

  • Preparing an in situ soil density testing program that complies with the requirements of the project specifications and ASTM D5030

  • Identifying laboratory tests to supplement the in situ tests and engaging a third-party laboratory in the United States to test soil samples obtained from the site

  • Submitting the in situ and laboratory testing programs to the USACE for review and approval

  • Coordinating with MTH to procure the equipment necessary to execute the in situ testing program prior to mobilization

  • Visiting the remote project site to excavate test pits by hand and perform in situ density tests

  • Preparing a report summarizing results and comparing our test results to those from the third-party laboratory

We demonstrated that the density of the compacted NFS fill met the project specifications, helping the project team avoid costly and time-consuming excavation and replacement.

Project Contact(s)