TABLE III.
APPLICATION OF MATERIAL
(Quantities Per Square Meter)
No.
Bitumen, liters
Aggregate, kilograms
__________
________________
_____________________
1
0.60-0.90
8-10
2
0.45-0.60
5-8
3
0.45-0.60
5-8
TABLE III.
APPLICATION OF MATERIAL
(Quantities Per Square Yard)
No.
Bitumen, gallons
Aggregate, pounds
__________
________________
_________________
1
0.15-0.20
15-20
2
0.10-0.15
10-15
3
0.10-0.15
10-15
3.2.2
Temperature
[Asphalt application temperature shall provide an application viscosity
between 10 and 60 seconds, Saybolt Furol, or between 20 and 120 square mm
per second, 20 and 120 centistokes, kinematic. The temperature viscosity
relation shall be furnished to the Contracting Officer.] [Tar application
temperature shall be within the following ranges as directed:]
RT-6
-------------------- 26-65 degrees C 80-150 degrees F
RT-7
-------------------- 65-107 degrees C 150-225 degrees F
RT-8
-------------------- 65-107 degrees C 150-225 degrees F
RT-9
-------------------- 65-107 degrees C 150-225 degrees F
RT-10 -------------------- 52-120 degrees C 125-250 degrees F
RT-11 -------------------- 52-120 degrees C.125-250 degrees F.
3.2.3
Application of Bituminous Material
Following the preparation and inspection of the pavement surface, the seal
coat material shall be applied at the specified rates. The bituminous
material shall be uniformly applied in a single pass of the distributor and
with either a double or triple lap spray over the surface to be sealed.
Building paper shall be spread on the surface for a sufficient distance
back from the ends of each application so that flow through the spray bar
may be started and stopped on the paper and so that all sprays will be
operating at the proper pressure on the surface to be sealed. Immediately
after the application, the building paper shall be removed. Spots missed
by the distributor shall be properly treated with bituminous material. No
smoking, fires, or flames other than the heaters that are a part of the
SECTION 02785
Page 16
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