Soil Compaction SOW.docx
DOCX document 25 KB Posted
- Attached to
- Soil Compaction Test at Hill AFB, UT
- Solicitation number
- 2025-PZI-1518
About this file
This Statement of Work (SOW) details a geotechnical investigation for Hill Air Force Base in Utah. The primary objective is to perform a comprehensive soil compaction survey at three specific coordinates (41.157154, -112.007499; 41.158237, -112.008142; 41.157595, -112.008454), focusing on a former landfill site. The investigation must determine the site's ability to support a minimum design load of 29 psi, with an additional local bearing load of 75 psi, to support the Transceive Group (TG) and transport vehicle weight.
The contractor, MOAB GEOTECHNICAL GROUP LLC, was awarded contract FA283525P0014 for $13,320 on April 1, 2025, with a 60-day performance period after receipt of order. A licensed geotechnical engineer will core/probe the site to assess bearing capacity, soil classification, and seismic design parameters. Special instructions require the provider to notify the government point of contact (SSgt Ryan Connolly or 2d Lt Stuart Woller) 5 business days prior to conducting the study, with the ultimate goal of providing an engineered stamp of approval for the site's suitability.
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| File | Type | Posted |
|---|---|---|
| Combined SynopsisSolicitation Soil Compaction.pdf |
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Text version
SOW Description: Soil Compaction Survey for Hill AFB, UT
1. Purpose: The service provider is to perform a geotechnical engineered investigation and certification with an engineered stamp of approval.
2. Period of Performance: Investigation completed within 60 days After Receipt of Order (ARO)
3. Requirement Specifics: Investigate whether the site is a hard packed surface, capable of supporting a minimum design load of 29 psi (200 kPa) plus a local bearing load (compressive stress) of 75 psi (517 kPa), necessary to support the TG plus transport vehicle weight without deformation (sinking-in). Note that the 75 psi bearing load applies to all roads used to transport the TG to the installation site. If the site is found to be suitable, provide the engineered stamp of approval.
Provider will perform the investigation in order to provide a bearing capacity, soil classification, seismic design parameters, recommended road or pad section (if pavements/roads are needed). In order to acquire this information, a licensed Geotech will core/probe to a proper depth to acquire this figure. The site is former landfill which may indicate poor material (likely will need to investigate to below the poor material).
4. Site Location: Coordinates 41.157154, -112.007499 (primary), 41.158237, -112.008142 (secondary), 41.157595, -112.008454 (road) these three locations need to be tested per the TPY-4 site requirements Location POC: SSgt Ryan Connolly; Email: ryan.connolly.3@us.af.mil
5. Special Instructions: The provider shall notify the government of their intent to perform the study 5 business days prior to work. Notification shall be given to the identified government POC or the alternate POC.
6. Points of Contact:
· Site Contact:
· CE: SSgt Ryan Connolly; ryan.connolly.3@us.af.mil
· PM: 2d Lt Stuart Woller; stuart.woller.1@us.af.mil
File details come from the government source that posted it. Updated .