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Fabric laid on concrete for airport resurfacing
Bituminous resurfacing of Willow Run Airport, Mich, with wire fabric reinforcing; preparation of concrete pavement consisted of removing 42 1/2 slabs; while slab replacement was in progress, 2-lane area of main west ramp was prepared; 10-in. thick base of 100% crushed stone aggregate replaced slabs; aggregate was compacted by 12-ton tandem roller, then base area was primed with AE-2 tack coat.
Fabric laid on concrete for airport resurfacing
Bituminous resurfacing of Willow Run Airport, Mich, with wire fabric reinforcing; preparation of concrete pavement consisted of removing 42 1/2 slabs; while slab replacement was in progress, 2-lane area of main west ramp was prepared; 10-in. thick base of 100% crushed stone aggregate replaced slabs; aggregate was compacted by 12-ton tandem roller, then base area was primed with AE-2 tack coat.
Fabric laid on concrete for airport resurfacing
Pac Bldr Engr
Wakefield, F.G. (author)
1956
2 pages
Article (Journal)
English
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