The passages provided contain only table of contents entries, figure references, and citations to UFC 3-260-02 (current as of 2001-06-30), but do not include the substantive text or specific requirements from that publication.
To answer a question about UFC 3-260-02, the actual content of that document would be needed. The passages show that UFC 3-260-02 covers pavement design for airfields and includes chapters on fibrous concrete pavement design, reinforcing steel details, and various joint types for concrete pavements [UFC 3-260-02], and that it is referenced as the governing standard for airfield pavement design [AFI 32-1001 para 18.4.2].
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AFPAM 10-219V4 para 1.3, p. 11 (effective/current as of 2024-06-26)Landing Mat and Accessories T.O. 35E2-5-1-WA-1 Crushed Stone Crater Repair and Line-of-Sight Profile Measurement for Rapid Runway Repair TSPWG M 3-270-01.3-270-07 Airfield Damage Repair UFC 3-250-03 Standard Practice Manual for Flexible Pavements UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements UFC 3-250-09FA Aggregate Surfaced Roads and Airfields Areas UFC 3-250-11 Soil Stabilization and Modification for Pavements UFC 3-260-02 Pavement Design for Airfields UFC 3-260-03 Standard Practice for Airfield Pavement Evaluation ADR Technical References UFC 3-260-04 Airfield and Heliport Marking UFC 3-260-11FA Model Design-Build (D-B) Request for Proposal (RFP) For Airfield Contracts UFC 3-260-16 O&M Manual: Standard Practice for Airfield Pavement Cond
DAFMAN 13-217 para 4.3, p. 44 (effective/current as of 2024-07-26)n United Facilities Criteria (UFC) 3-260-01, Airfield and Heliport Planning and Design, is for the construction and rehabilitation of LZs. LZ's built to UFC criteria should meet minimums and require minimal verification efforts. For all airfields and LZs, Air Force Civil Engineering Center (AFCEC) is the authority for Weight Bearing Capacity (WBC). Surveyors will utilize Tri-Service Pavements Working Group Manual, (TSPWG M) 3-260-03.02-19, Airfield Pavement Evaluation Standards and Procedures in addition to this manual to identify, collect, analyze and report existing LZ strength. (T-2). Make requests for changes to UFC 3-260-01, or TSPWG M 3-260-03.02-19 through the Whole Building Design Guide, www.wbdg.org. Define LZ minimums as WBC, geometrics/vertical obstruction clearances and LZ asse
CFETP 1C7X1C1 para 11.6 (effective/current as of 2024-05-17)bility 5 A - - 9.2.9. Fuel Servicing Safety Zone 5 A - - 9.2.10. Engine Intake Danger Areas 5 A - - 9.2.11. Rotor/Blade Safety Zones 5 A - - 10. Airfield Resource Protection TR: DAFI 31- 101 and AFI 13-207-O 10.1. Protection Level Resources 5 A - - 10.2. Physical Security 5 A - - 11. Pavements TR: AFI 32-1041, TSPWG M 3-260-03.02-19, UFC 3-260-02, UFC 3-260- 03, UFC 3-260-16, UFC 3-270-01, and STANAG 7131 11.1. Pavement Types 5 A - B 11.2. Pavement Distresses/Deficiencies/Failures 5 A - - 11.3. FOD 5 A - - 11.4. Interpret Pavement Condition Index (PCI) 7 a - 2b 11.5. Interpret Airfield Pavement Structural Evaluation 7 a - 2b 11.6. Interpret Aircraft Classification Number (ACN)/Pavement Classification Number (PCN) 5 2b - - 11.7. Interpret Runway Friction Characteristic Evaluation 7 - - - 11
AFI 32-1001 para 18.5, p. 55 (effective/current as of 2025-03-04)se or by contractors. 18.4.2. CE organizations must design and maintain pavements in accordance with UFC 3-260- 01, Airfield and Heliport Planning and Design, UFC 3-260-02, Pavement Design for Airfields, and UFC 3-270-01, O&M Manual: Asphalt and Concrete Pavement Maintenance and Repair. (T-1) Select materials IAW the aforementioned UFCs and Unified Facilities Guide Specifications. A list of current packaged, cementitious, and polymeric material for concrete airfield repair is maintained at: https://transportation.erdc.dren.mil/cacsites/TriService/pavement_repair.aspx. Any questions regarding materials specification and selection should be directed to the MAJCOM staff or the AFCEC Reachback Center. 18.5. Education and Training . CE organizations will ensure assigned TNAP and civil engineers
AFSOCI 32-1084 para 7.3.16 (effective/current as of 2023-02-21)hown 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). 7.3.12.3. 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 4, Section 7, Paragraph B). 7.3.12.4. Hangar Floors. See Paragraph 7.3.15, Maintenance Hangar. 7.3.12.5. Pavement Thickness Requirements. The MC-130J minimum base course pavement thickness required is 6 inches for flexible pavements (UFC 3-260-02, Table 8- 5) and 4 inches for rigid pavements (UFC 3-260-02, Chapter 8, Section 8, Paragraph A). Table 7.3.16. MC-130J Base Operations Ground Facility Space Requirements. Cat Code Facility UM MC- 130J (6)1 MC- 130J (9)1 M
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