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FC 3-260-02 30 June 2001 13-12 Figure 13-2. (Concluded) UFC 3-260-02 30 June 2001 13-13 Figure 13-3. Reinforcing steel details (Continued) UFC 3-260-02 30 June 2001 13-14 Figure 13-3. (Concluded) UFC 3-260-02 30 June 2001 13-15 Figure 13-4. Contraction joints for reinforced concrete pavements UFC 3-260-02 30 June 2001 13-16 Figure 13-5. Construction joints for reinforced concrete pavements (Sheet 1 of 4) UFC 3-260-02 30 June 2001 13-17 Figure 13-5. (Sheet 2 of 4) UFC 3-260-02 30 June 2001 13-18 Figure 13-5. (Sheet 3 of 4) UFC 3-260-02 30 June 2001 13-19 Figure 13-5. (Sheet 4 of 4) UFC 3-260-02 30 June 2001 13-20 Figure 13-6. Expansion joints for reinforced concrete pavements UFC 3-260-02 30 June 2001 14-1 CHAPTER 14 FIBROUS CONCRETE PAVEMENT DESIGN 1. BASIS OF DESIGN. The design of fibrous
stress for C-141 aircraft (Navy) UFC 3-260-02 30 June 2001 12-58 Figure 12-28. Chart for determining flexural stress for C-5A aircraft (Navy) UFC 3-260-02 30 June 2001 12-59 Figure 12-29. Typical jointing UFC 3-260-02 30 June 2001 12-60 Figure 12-30. Contraction joints for plain concrete pavements UFC 3-260-02 30 June 2001 12-61 Figure 12-31. Joint sealant details for plain concrete pavements (Sheet 1 of 3) UFC 3-260-02 30 June 2001 12-62 Figure 12-31. (Sheet 2 of 3) UFC 3-260-02 30 June 2001 12-63 Figure 12-31. (Sheet 3 of 3) UFC 3-260-02 30 June 2001 12-64 Figure 12-32. Construction joints for plain concrete pavements (Sheet 1 of 3) UFC 3-260-02 30 June 2001 12-65 Figure 12-32. (Sheet 2 of 3) UFC 3-260-02 30 June 2001 12-66 Figure 12-32. (Sheet 3 of 3) UFC 3-260-02 30 June 2001 12-67 Fig
oratory relationships is obtained. UFC 3-260-02 30 June 2001 L-13 Figure L-1. Schematic diagram of typical triaxial compression apparatus UFC 3-260-02 30 June 2001 L-14 Figure L-2. Triaxial cell UFC 3-260-02 30 June 2001 L-15 Figure L-3. LVDT clamps UFC 3-260-02 30 June 2001 L-16 Figure L-4. Presentation of results of resilience tests on cohesive soils UFC 3-260-02 30 June 2001 L-17 Figure L-5. Presentation of results of resilience tests on cohesionless soils UFC 3-260-02 30 June 2001 L-18 Figure L-6. Estimated deviator stress at top of subgrade UFC 3-260-02 30 June 2001 L-19 Figure L-7. Determination of subgrade modulus for cohesive soils UFC 3-260-02 30 June 2001 L-20 Figure L-8. Relationship for estimating 2 due to overburden UFC 3-260-02 30 June 2001 L-21 Figure L-9. Estimated 2 at top
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
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
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
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
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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