Attachment 12
spacing will require close coordination between the parking plan and the jointing plan. Mooring
points should be located a minimum of 600 millimeters [2 feet] from any pavement edge or joint
and should provide proper cover for the reinforcing steel. Reinforcing bars should be placed
around the mooring points as illustrated in Figure A12.5.
Figure A12.5. Slab Reinforcement for Army Mooring Point.
A12.2.4.2. Mooring Points for Existing Rigid Pavement Equal to or Greater Than 150 Millimeters
[6 Inches] Thick and In An Uncracked Condition. The following method should be used to provide
mooring points for existing rigid pavement that is in an uncracked condition. The pavement should
have only a few slabs with random cracks and must not exhibit "D" cracking. Mooring points
should be provided by core-drilling a 300 millimeter [12 inch] diameter hole through the pavement
and installing a mooring point as illustrated in Figure A12.6.
A12-7
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