UFC 3-260-11FA
25 May 2005
b.
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)
c.
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)
d.
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)
e.
Borrow Material
6.
DRAINAGE DESIGN
a.
Hydrology
b.
Surface Drainage (including drainage plans and profiles)
c.
Subsurface Drainage
7.
DRAINAGE CONSTRUCTION MATERIALS
a.
Surface and Subsurface Drainage System
1)
Pipe (size, type)
2)
Structure construction
3)
Bedding material
4)
Filter material
5)
Manhole construction
8.
PAVEMENT MARKING MATERIALS
01018A - 2
Previous Page
