Home
Download PDF
Order CD-ROM
Order in Print
Home
>
United Facilities Criteria CD 1
>
> Figure 3-4. Relationship Between Design Pavement Temperature And Design Air Temperature.
Figure 3-3. Prediction Of Pavement Temperature for Bituminous Layers
Figure 3-5. General relationship between CBR and modulus of subgrade or base-course reaction
Airfield Pavement Evaluation - index
Page Navigation
25
26
27
28
29
30
31
32
33
34
35
UFC
3-260-03
15
Apr
01
Figure
3-4.
Relationship
between
design
pavement
temperature
and
design
air
temperature
3-14