UFC 3-260-02
30 June 2001
B-10. AIRFIELD LIGHTING AND NAVAIDS IMPROVEMENTS.
B-11. CONSTRUCTION MATERIALS.
a. Rigid Pavement.
(1) Coarse aggregate (type, gradation, deleterious limits, wear, particle shape).
(2) Fine aggregate (type, gradation, deleterious limits).
(3) Cement (type).
(4) Fly ash (class).
(5) Admixtures (type).
(6) Curing compound (type).
(7) Dowels (size, type).
(8) Reinforcing (size, type).
(9) Joint filler.
(10) Joint seals (type).
b. Flexible Pavement.
(1) Aggregates (type, gradation, percent fractured faces, wear).
(2) Mineral filler.
(3) Asphalt cement (grade).
(4) Prime coat material (type, grade).
(5) Tack coat material (type, grade).
c. Base Courses.
(1) Graded crushed-aggregate base course (gradation, percent fractured faces, wear).
(2) Rapid draining base course (RDM or OGM gradation, percent fractured faces, wear).
(3) Separation layer (gradation, design CBR-value).
(4) Subbase course (gradation, design CBR-value).
d. Borrow Material.
B-6
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