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[SEAOC] Traffic wear of light weight concrete

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Recent post about poor traffic performance of L/W concrete is in direct
conflict with information presented at L/W concrete symposium in
Sacramento, CA 9-10-96.  Caltrans has used and continues to show
interest in the use of L/W concrete (90 to 120 lbs/ft^3). Other
presenters with substantial experience reported on very successful use
of L/W structural concrete (3000 to 6000 psi).  I have no personal
experience with the material beyond the data presented at the symposium.

Just my $.02
Robert Kazanjy

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