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UFC 3-130-02 16 January 2025 UNIFIED FACILITIES CRITERIA (UFC) APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED ARCTIC AND SUBARCTIC SITE ASSESSMENT AND SELECTION UFC 3-130-02 16 January 2025 This Page Intentionally Left Blank UFC 3-130-02 16 January 2025 UNIFIED FACILITIES CRITERIA (UFC) ARCTIC AND SUBARCTIC SITE ASSESSMENT AND SELECTION Any copyrighted material included in this UFC is identified at its point of use. Use of the copyrighted material apart from this UFC must have the permission of the copyright holder. U.S. ARMY CORPS OF ENGINEERS (Preparing Activity) NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND AIR FORCE CIVIL ENGINEER CENTER Record of Changes (changes are indicated by \1\ ... /1/) Change No. Date Location This UFC supersedes UFC 3-130-02, dated 16 January 2004. UFC 3-1
. Date Location This UFC supersedes UFC 3-130-02, dated 16 January 2004. UFC 3-130-02 16 January 2025 This Page Intentionally Left Blank UFC 3-130-02 16 January 2025 FOREWORD The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD (AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and work for other customers where appropriate. All construction outside of the United States, its territories, and possessions is also governed by Status of Forces Agreements (SOFA), Host Nation Funded Construction Agreements (HNFA), and in some instances, Bil
specific exception pavements, which is incorporated into the UFC 3-250 and 3-260 series as discussed in UFC 3-130-01, paragraph 1-6.3. In addition to this volume, there are four other series volumes: UFC 3-130-02 16 January 2025 2 • UFC 3-130-01, Arctic and Subarctic Engineering. UFC 3-130-01 serves as an introduction to the Arctic and Subarctic UFC series. • UFC 3-130-03, Arctic and Subarctic Foundations for Freezing and Thawing Conditions. UFC 3-130-03 includes horizontal and vertical foundations, considerations affecting foundation design, and construction and monitoring of facilities in the Arctic and Subarctic areas. • UFC 3-130-04, Arctic and Subarctic Buildings. UFC 3-130-04 includes building design in the Arctic and Subarctic areas. • UFC 3-130-05, Arctic and Subarctic Utilities. U
une 2001 12-51 Figure 12-21. Rigid pavement thickness design chart for C-130 aircraft (Navy) UFC 3-260-02 30 June 2001 12-52 Figure 12-22. Rigid pavement thickness design chart for C-141 aircraft (Navy) UFC 3-260-02 30 June 2001 12-53 Figure 12-23. Rigid pavement thickness design chart for C-5A aircraft (Navy) UFC 3-260-02 30 June 2001 12-54 Figure 12-24. Chart for determining flexural stress for single-wheel gear (Navy) UFC 3-260-02 30 June 2001 12-55 Figure 12-25. Chart for determining flexural stress for P-3 aircraft (Navy) UFC 3-260-02 30 June 2001 12-56 Figure 12-26. Chart for determining flexural stress for C-130 aircraft (Navy) UFC 3-260-02 30 June 2001 12-57 Figure 12-27. Chart for determining flexural stress for C-141 aircraft (Navy) UFC 3-260-02 30 June 2001 12-58 Figure 12-28. C
4 AFTTP 3-4.4, Contingency Airfield Operations, 2 November 2017 AFTTP 3-4.7, Contingency Response, 30 September 2017 MULTI-SERVICE PUBLICATIONS ETL 02-19, Airfield Pavement Evaluation Standards and Procedures, 12 November 2002 ETL 04-2, Standard Airfield Pavement Marking Schemes, with Change 2, 19 July 2004 ETL 09-6, c-130 and C-17 Landing Zone (LZ) Dimensional, Marking, and Lighting Criteria, 17 August 2009 ETL 94-01, Standard Airfield Pavement Marking Schemes, 4 May 1994 UFC 2-000-05N, Facility Planning Criteria for Navy/Marine Corps Shore Installations, Appendix E, Airfield Safety Clearances, January 1982 UFC 3-260-01, Airfield and Heliport Planning and Design, 17 November 2008 UFC 3-270-07, O&M: Airfield Damage Repair, 12 August 2002 UFC 3-535-01, Visual Air Navigation Facilities, 17 N
ange 6, 30 January 2026 207 OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) https://www.osha.gov/ 29 CFR, Part 1990.141, Advanced Notice of Proposed Rulemaking 29 CFR, Part 1910, Occupational Safety and Health Standards for General Industry 29 CFR, Part 1926, Safety and Health Regulations for Construction UNIFIED FACILITIES CRITERIA (UFC) https://www.wbdg.org/dod/ufc UFC 1-200-01, DoD Building Code UFC 1-201-01, Non-Permanent DoD Facilities In Support of Military Operations UFC 3-301-02, Design of Risk Category V Structures, National Strategic Military Assets UFC 3-110-03, Roofing, Change 5 UFC 3-130-01, General Provisions - Arctic and Subarctic Construction (Inactive) UFC 3-130-06, Calculation Methods for Determination of Depth of Freeze and Thaw in Soil – Arctic and Subarctic Construc
CRITERIA https://www.wbdg.org/dod/ufc UFC 1-200-01, DoD Building Code UFC 3-430-09 28 July 2025 158 UFC 3-130-05, Arctic and Subarctic Utilities UFC 3-220-01, Geotechnical Engineering UFC 3-301-01, Structural Engineering UFC 3-401-01, Mechanical Engineering UFC 3-410-01, Heating, Ventilating, and Air Conditioning Systems UFC 3-420-01, Plumbing Systems UFC 3-420-02, Compressed Air UFC 3-430-05, Natural Gas and Liquified Petroleum Gas (LPG) Distribution Pipelines UFC 3-570-01, Cathodic Protection UFC 4-010-06, Cybersecurity of Facility-Related Control Systems (FRCS) UFC 4-150-02, Dockside Utilities for Ship Service UNIFIED FACILITIES GUIDE SPECIFICATIONS https://www.wbdg.org/dod/ufgs UFGS 09 97 13.28, Protection of Buried Steel Piping and Steel Bulkhead Tie Rods UFGS 22 14 29.00, Sump Pumps
oup Index in accordance with AFI 32-1041, Figure 4.1. Assault landing zone criteria should be used to design runways for C-130 training (UFC 3-260-02, Chapter 3, Section 1, Paragraph D.) The pavement capacity for an assault landing zone runway airfield has a maximum gross weight of 175,000 lbs (UFC 3-260-02, Table 3-1). 7.2.12.2. Traffic Areas. A layout of the AC-130J assault landing zone is not shown since all areas are Type A traffic areas and should be designed for a maximum weight of 175,000 lbs (UFC 3-260-02, Table 3-1). 7.2.12.3. Paved Shoulders. As a minimum, paved shoulders should be designed to support a load of 10,000 lbs imposed by a single wheel with a tire pressure of 0.69 MPa [100 psi] (UFC 3-260-02, Chapter 3, Section 6, Paragraph B). 7.2.12.4. Hangar Floors. See Paragraph 7
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