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UFS 3-250-11 2 February 2026 UNIFIED FACILITIES SUPPLEMENT (UFS) SOIL STABILIZATION AND MODIFICATION FOR PAVEMENTS APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED UFS 3-250-11 2 February 2026 FOREWORD Unified Facilities Supplements (UFS) provide non-mandatory, supplemental information in support of Unified Facilities Criteria (UFC). Only UFC establish enforceable criteria. UFS are For Information Only (FIO) and exist to help users understand and apply UFC requirements. The purpose of UFS is to offer procedural guidance, best practices, lessons learned, examples, and explanatory materials that clarify how to meet UFC criteria. They may include step-by-step procedures, checklists, illustrations, or decision aids, but they do not create new requirements or modify UFC content. UFS are deve

ability of the stabilized material. Strength: In the context of this UFS, “strength” refers to the unconfined compressive tests measured using ASTM D1633. UFS 3-250-11 2 February 2026 75 APPENDIX C REFERENCES DEPARTIMENT OF DEFENSE https://www.wbdg.org/dod/ufc UFC 3-220-08FA, Engineering Use of Geotextiles (INACTIVE) UFC 3-250-01, Paving Design for Roads and Parking Areas UFC 3-260-02, Pavement Design for Airfields UFS 3-250-03, Standard Practice for Flexible Pavements AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) AASHTO M288, Standard Specification for Geosynthetic Specification for Highway Applications, https://store.transportation.org/ AMERICAN CONCRETE INSTITUTE (ACI) ACI 230.1R, Report on Soil Cement, https://www.concrete.org/ AMERICAN SOCIETY FOR TESTING

ids, but they do not create new requirements or modify UFC content. UFS are developed by Discipline Working Groups (DWGs) and published by the Military Services under MIL-STD-3007. Because they are not criteria, they do not require Coordinating Panel (CP) or Engineering Senior Executive Panel (ESEP) approval. UFS content may be referenced or incorporated into project documents at the discretion of project delivery teams but are not binding unless explicitly included in contract requirements. For Service-specific supplemental guidance, refer to Facilities Supplements (FS). UFS 3-250-11 2 February 2026 i UNIFIED FACILITIES SUPPLEMENT (UFS) SOIL STABILIZATION AND MODIFICATIONS FOR PAVEMENTS TABLE OF CONTENTS CHAPTER 1 INTRODUCTION ..............................................................

ent Design for Airfields UFM 3-250-07, O&M Manual: Standard Practice for Pavement Recycling UFM 3-260-16, O&M Manual: Standard Practice for Airfield Pavement Condition Surveys UFM 3-270-01 25 February 2026 168 UFM 3-270-08, Pavement Management UFS 3-250-03, Standard Practice Manual for Flexible Pavements UFGS: https://www.wbdg.org/dod/ufgs UFGS 31 05 19.13, Geotextiles For Earthwork UFGS 32 01 13.63, Gilsonite Modified Asphalt Emulsion Seal Coats UFGS 32 01 13, Bituminous Seal and Fog Coats UFGS 32 01 13.62, Asphalt Surface Treatment UFGS 32 01 17.61, Sealing Cracks in Asphalt Paving UFGS 32 01 19.61, Sealing of Joints in Rigid Pavements UFGS 32 01 29.61, Partial Depth Patching of Rigid Paving UFGS 32 01 29.62, Concrete Pavement Raising UFGS 32 11 20, [Base Course for Rigid] [ and ] [Subba

on and Distribution Systems AFTTP 3-32.41 Contingency Firefighting Operations AFTTP 3-42.2 Health Service Support Casualty Prevention for Expeditionary Operations DODI 4715.19 Use of Open-Air Burn Pits in Contingency Operations DODI 4715.22 Environmental Management Policy for Contingency Locations JP 3-34 Joint Engineer Operations T.O. 40W4-20-1 1500 Reverse Osmosis Water Purification Unit (ROWPU) T.O. 40W4-21-1 Basic Expeditionary Airfield Resources (BEAR) Water System UFC 1-201-01 Non-Permanent DOD Facilities in Support of Military Operations UFC 3-250-01 Pavement Design for Roads and Parking Areas UFC 3-250-03 Standard Practice Manual for Flexible Pavements UFC 3-250-04 Standard Practice for Concrete Pavements UFC 3-250-09FA Aggregate Surfaced Roads and Airfields Areas UFC 3-250-11 Soil

Heliport Design, https://armypubs.army.mil/ProductMaps/PubForm/Details.aspx?PUB_ID=106072 TM 5-803-4, Planning of Army Aviation Facilities TSC Report 13-2, Aircraft Characteristics for Airfield Pavement Design and Evaluation - Air Force and Army Aircraft, https://transportation.erdc.dren.mil/tsmcx/criteria.aspx TSC Report 13-3, Aircraft Characteristics for Airfield Pavement Design and Evaluation - Commercial Aircraft, https://transportation.erdc.dren.mil/tsmcx/criteria.aspx UFM 3-260-03 23 February 2026 216 AIR FORCE AFI 32-1041, Pavement Evaluation Program, https://www.e-publishing.af.mil/ DEPARTMENT OF DEFENSE https://www.wbdg.org/dod/ufc UFS 3-250-11, Soil Stabilization and Modification for Pavements UFC 3-260-01, Airfield and Heliport Planning and Design UFC 3-260-02, Pavement Design

8/3 3000 M16878/4 Ag Sn 3A 3/ 3A, 3B, 4A, 13B 200 600 M16878/5 1000 M16878/6 250 M16878/7 Cu/A Cu/A, CCW 6 4A,8,10, 11 4A,8,10, 11 600 M16878/8 1000 M16878/10 2A 8,10,11 75 600 M16878/11 Ag 4A 4A 200 M16878/12 1000 M16878/13 250 M16878/14 Cu/A Ag,Sn 2C 125 600 M16878/15 Sn 1000 M16878/16 600 M16878/17 Cu/A HSA CCW Ag, Sn 1 8 105 3000 M16878/18 1000 M16878/19 3000 M16878/20 Ag 3B 3/ 3A, 3B, 4A 13B 200 250 M16878/21 600 M16878/22 1000 M16878/23 Ni 3A 260 250 M16878/24 3B 600 M16878/25 3A M16878/26 3B M16878/27 3A 1000 Source: https://assist.dla.mil -- Downloaded: 2026-07-20T01:55Z Check the source to verify that this is the current version before use. GUIDELINE 20 Spec no Title Construction Max Cond temp °C Max rms volts Spec type or class Material Conductor Coating 1/ Type Primary Insulatio