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|  MIL-S-464F(ME)
Adjustable gate not as specified,
115 l
3.10
116.
Support wheels not as specified.
3.11
Tires and tubes not as specified.
117.
3.11.1 and
3.11.2
Transport assembly, wheels, wheel hubs, tires, tubes,
118.
3.12, 3.12.1,
and transport assembly mounting not as specified.
3.12.2, 3.12.3,
3.12.4, and
3.12.5
Coupling not as specified.
119.
3.13
Truck hitch not as specified.
120.
3.14
Lubrication, lubricants, lubrication fittings,
121.
3.15, 3.15.1,
filling, draining and checking provisions, and
3.15.2, 3.15.3,
grease and oil lubrication not as specified.
3.15.4 and
3.15.5
Lifting provisions not as specified.
122.
3.16
123.
Tiedown provisions not as specified.
3.17
Identification markings and labels not as specified.
124.
3.18
125.
Control identification not as specified.
3.19
126.
Shipping data plate not as specified.
3.20
127.
Stenciling not as specified.
3.21
Toolbox not as specified.
128.
3.23
129.
Repair parts, maintenance tools, and accessories
3.22 and 3.24
not included with shipment of spreaders.
3.25
130.
Workmanship not as specified.
131.
Welding not as specified.
3.25.1
132.
Welders not certified according to AWS 132.1.
3.25.1.1
Bolted connections, washers and lockwashers,
133.
3.25,2
matching thread areas, capscrews, and fasteners
not as specified.
Riveted connections not as specified.
134.
3.25.3
Treatment and painting not as specified.
135.
3.27
136.
Paint color not as specified.
3.27
Camouflage pattern data not as specified.
137.
3.28
138.
Camouflage patterns not as specified.
3.28
4.5.2
Tests.
4.5.2.1 Test conditions. Unless otherwise specified in a tests tests shall be
performed without shelter and at the climatic conditions existing at the place of
test. The spreader shall operate as specified herein without maintenance other
than the contractor's recommended normal scheduled maintenance as established by
a maintenance schedule prepared and submitted by the contractor prior to test.
The Government will loan the dump truck to perform these tests (see 6.5).
4.5.2.2 Spreading accuracy. Operate the spreader at speeds between 1 and 5
mph, to cover a strip not less than 80 feet long at the maximum spreading width.
One strip using each aggregate specified in table 1 shall be laid. The rate of
application shall be:
a. Gravel (column A, table I) - in the reverse direction, at 30 pounds per
square yard.
14
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