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Effect of mixing time and overload on concrete produced by stationary mixers
Tests in conjunction with Bur of Pub Roads on 2 concrete paving projects to determine minimum time of mixing required by stationary mixers, used to mix concrete for agitating or non-agitating delivery, to prepare well-mixed and uniform concrete, and to determine amount of overload that can be permitted; mixers used in tests were 210 S and 254 S; mixing times were 150, 120, 90, 75 and 60 sec, with no overload and with 10% overload.
Effect of mixing time and overload on concrete produced by stationary mixers
Tests in conjunction with Bur of Pub Roads on 2 concrete paving projects to determine minimum time of mixing required by stationary mixers, used to mix concrete for agitating or non-agitating delivery, to prepare well-mixed and uniform concrete, and to determine amount of overload that can be permitted; mixers used in tests were 210 S and 254 S; mixing times were 150, 120, 90, 75 and 60 sec, with no overload and with 10% overload.
Effect of mixing time and overload on concrete produced by stationary mixers
Nat Research Council -- Highway Research Board -- Bul
Barbee, J.F. (Autor:in)
1961
12 pages
Report
Englisch
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