TM 5-830-3/AFM 88-17, Chap. 3
Table 4-4. Dust palliative electives - (continued).
c
Palliative
Estimated
a
b
Number
Material
Rate of Application
Service Life
SURFACE PENETRANT METHOD (Continued)
24
Salt in water emulsion
0.67
6-12
25
Water
0.25
1 hr
26
Water
0.33
1 hr
27
Water
0.50
1 hr
ADMIX METHOD*
Cementing Materials
28
Portland cement
1.5 lb per sq yd per in.
4-6
29
Portland cement
2.5 lb per sq yd per in.
4-6
30
Portland cement
4.0 lb per sq yd per in.
4-6
31
Hydrated lime
1.5 lb per sq yd per in.
4-6
32
Hydrated lime
2.5 lb per sq yd per in.
4-6
33
Hydrated lime
4.0 lb per sq yd per in.
4-6
Bituminous Materials
Cutback asphalt
34
SC, MC, RC; grades 70-250
0.15 gal per sq yd per in.
4-6
35
SC, MC, RC; grades 70-250
0.25 gal per sq yd per in.
4-6
36
SC, MC, RC; grades 70-250
0.40 gal per sq yd per in.
4-6
Emulsified asphalt
37
SS-or CSS
0.10 gal per sq yd per in.
4-6
38
SS or CSS
0.30 gal per sq yd per in.
4-6
39
SS or CSS
0.50 gal per sq yd per in.
4-6
Road tar and road tar cutback
40
RT grades 1-6; RTCB grades 5-6
0.15 gal per sq yd per in.
4-6
41
RT grades 1-6; RTCB grades 5-6
0.25 gal per sq yd per in,
4-6
42
RT grades 1-6; RTCB grades 5-6
0.40 gal per sq yd per in.
4-6
SURFACE BLANKET METHOD
43
Aggregates
2 in. thick
2-3 yr
44
Prefabricated membrane
1 layer
3-6
45
Prefabricated membrane
1 layer
6-9
46
Prefabricated membrane
1 layer
4-5 yr
47
Fabricated mesh
1 layer
9-12
48
Bituminous surface treatment
0.15 prime; 0.25-0.35 cover
1-2 yr
(Continued)
*Suggested minimum thickness, 4 inches. See TM 5-331A and TM 5-822-4.
(Sheet 2 of 3)
4-6
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