TM-5-5420-279-10
Section VII. MISCELLANEOUS INFORMATION
3.21.1.1
During beam and bridge build it will be necessary to move the various flatrack loads
around to ensure a smooth build sequence, below is the sequence of movements that will
be required to build the bridge.
Table 3. 2 Load Designations
Vehicle
Load Designation
Trailer
Load Designation
Launch Vehicle
None
Launch Vehicle Trailer
LVT
Vehicle 1
V1
Trailer 1
T1
Vehicle 2
V2
Trailer 2
T2
Vehicle 3
V3
Trailer 3
T3
3.21.1.2
All vehicles are parked up in the staging area and all trailers are disconnected.
3.21.1.3
Vehicle V3's load is ground loaded and its trailer (T3) is parked out of the way of vehicular
traffic.
3.21.1.4
Vehicle V1 takes its load V1 to the bridge site and ground loads it to the right hand side of
the launch vehicle, towards the rear of the launcher.
3.21.1.5
V1 returns to the staging area.
3.21.1.6
V1 transloads flatrack T2 ready for deployment to the build site.