25-36 Edition 47
Owning & Operating Costs
Hourly Fuel ConsumptionTables
●
Asphalt Pavers
●
Cold Planers
8
ASPHALT PAVERS
Model
Low
Medium
High
liter
U.S. gal
liter
U.S. gal
liter
U.S. gal
AP500F (106 kW/
142 hp
)
7.6-9.5
2.0-2.5
9.5-11.4
2.5-3.0
11.4-15.1
3.0-4.0
AP555F (106 kW/
142 hp
)
7.6-9.5
2.0-2.5
9.5-11.4
2.5-3.0
11.4-15.1
3.0-4.0
AP600F (129 kW/
173 hp
)
7.6-11.4
2.0-3.0
11.4-17.0
3.0-4.5
17.0-22.7
4.5-6.0
AP655F (129 kW/
173 hp
)
7.6-11.4
2.0-3.0
11.4-17.0
3.0-4.5
17.0-24.6
4.5-6.5
AP1000F (168 kW/
225 hp
)
9.5-15.1
2.5-4.0
15.1-18.9
4.0-5.0
18.9-24.6
5.0-6.5
AP1055F (168 kW/
225 hp
)
9.5-15.1
2.5-4.0
15.1-18.9
4.0-5.0
18.9-26.5
5.0-7.0
NOTE:
The above fuel usage rates assume typical idle times for screed warm up and machine clean up.
Typical Application Description
(relative to work application)
Low
Narrow width paving, low production.
Medium 3-4 m
(10-12 feet)
width, 50-75 mm
(2-3 inch)
lift.
High
Wide width, deep lift paving.
Load Factor Guide
(average engine load factor based on application description for each range)
Low
20%-30%
Medium 30%-40%
High
40%-50%
COLD PLANERS
Model
Low
Medium
High
liter
U.S. gal
liter
U.S. gal
liter
U.S. gal
PM102
15.6-22.3
4.1-5.9
22.3-29.0
5.9-7.7
29.0-35.7
7.7-9.4
PM200
38.7-55.3
10.2-14.6
55.3-71.8
14.6-19.0
71.8-88.4
19.0-23.4
PM201
45.5-60.6
12.0-16.0
60.6-83.4
16.0-22.0
83.4-106.1
22.0-28.0
PM620
42.0-56.0
11.1-14.8
56.0-76.0
14.8-20.1
76.0-100.0
20.1-26.4
PM622
42.0-56.0
11.1-14.8
56.0-76.0
14.8-20.1
76.0-100.0
20.1-26.4
Typical Application Description
(relative to work application)
Low
50 mm
(2 inches)
or less cutting depth, 80% load cycle.
Medium 100 mm
(4 inches)
cutting depth.
High
Steady, full depth.
Load Factor Guide
(average engine load factor based on application description for each range)
Low
35%-50%
Medium 50%-65%
High
65%-80%




