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United Facilities Criteria CD 1
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> Figure A12.6. Mooring Point for Existing Rigid Pavement for Pavement Thickness Greater Than 150 Millimeters (6 Inches).
Figure A12.5. Slab Reinforcement for Army Mooring Point.
Mooring Points for Areas Not Covered Above
Airfield and Heliport Planning and Design - index
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Attachment
12
Figure
A12.6.
Mooring
Point
for
Existing
Rigid
Pavement
for
Pavement
Thickness
Greater
Than
150
Millimeters
(6 Inches).
A12-8