MIL-HDBK-1005/7A
e) Where a line must be maintained as an electrical
conductor for cathodic protection, use bonding cables and lugs.
7.1.5.4
Polyvinyl Chloride (PVC) Joints. PVC joints should be
selected as specified in AWWA C905, Polyvinyl Chloride (PVC)
Water Transmission Pipe and Fabricated Fittings, 14 in. Through
36 in. For Water Transmission and Distribution and AWWA C907,
Polyvinyl Chloride (PVC) Pressure Fittings for Water 4 in.
Through 8 in.
7.1.5.5
FRP-TR Joints . AWWA C950 standards should be followed
in selecting FRP-TR Joints.
7.1.5.6
Polyethylene Joints.
AWWA C906 standards should be
followed.
7.1.6
Trenches, Backfill, Anchors, and Supports. Follow
AWWA C600, Installation of Ductile-Iron Water Mains and Their
Appurtenances, or AWWA C605, Underground Installation of
Polyvinyl Chloride (PVC) Pressure Pipe, when considering
trenches, backfill anchors, and supports.
7.1.6.1
Trench Conditions . Trench bottoms in stiff material
should be cut 6 in. below pipe inverts for nominal pipe sizes 24
in. or smaller and 9 in. below pipe inverts for nominal pipe
sizes 30 in. and larger to provide proper bedding. (Refer to
AWWA C600 and AWWA C605.)
7.1.6.2
Bedding . No pipe should rest directly on rocks or
boulders. Except as provided in the following statement, all
pipes should be uniformly supported throughout their lengths on
a compacted base using firm trench soil or granular materials.
Full -length crushed stone or gravel bedding may support the pipe
where soils are soft and set. Where the ground has inadequate
material or a select backfill material should be installed from
the spring line of the pipe to a minimum of 6 in. over the pipe.
7.1.6.3
Supports. Exposed pipe should be supported either on
saddles or by hangers. Supports should be spaced to limit
deflection of steel pipe to a maximum of 1/360 of the span, and
to prevent over stressing any joints.
7.1.6.4
Anchorage . Anchorages should also be provided as
required to accommodate expansion due to temperature rise.
92