UFC 3-260-11FA
25 May 2005
the subject matter. Edit out references
to
FAA
criteria if they are not applicable.
Pavement Design, General
UFC
UFC 3-260-02, Pavement Design for Airfields
UFC
UFC 3-260-03, Airfield Pavement Evaluation
Navy/Marines
MIL-HDBK 1021/2, General Concepts for Airfield
Pavement Design
FAA
AC 150/5320-6, Airport Pavement Design and
Evaluation
Hangar Pavement Design
Navy/Marines
UFC 4-211-01, Design: Aircraft Maintenance
Hangars: Type I and Type II
Army
TM 5-809-12, Concrete Floor Slabs on Grade
Subjected to Heavy Loads
Air Force
AFM 88-3, Ch. 15, Concrete Floor Slabs on Grade
Subjected to Heavy Loads
NOTE: Hangar floors subject to aircraft wheel loads are to be
designed in accordance with UFC 3-260-02 instead of TM 5-809-12
or AFM 88-3, Chapter 15.
Rigid Pavement Design
UFC
UFC 3-250-04FA, Standard Practice for Concrete
Pavements
UFC
UFC 3-260-02, Pavement Design for Airfields
FAA
AC 150/5320-6, Airport Pavement Design and
Evaluation
Flexible Pavement Design
UFC
UFC 3-250-03, Standard Practice Manual for
Flexible Pavements
UFC
UFC 3-260-02, Pavement Design for Airfields
FAA
AC 150/5320-6, Airport Pavement Design and
Evaluation
1.15.2
Pavements
Pavement details should be included in the Conceptual
Design Analysis and RFP drawings for projects with
Full or Partial Criteria. If a project proposal is
based upon Nominal Criteria, the thickness and
material description of each layer of each pavement
type in the project should be specified in this
section.
Pavements shall be designed in conformance with the pertinent
references listed above. The design parameters, materials, and
thicknesses of each layer, joints, and joint sealants shall be as
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