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Edition:Final report.
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Abstract:A five-year study was initiated seeking materials/additives and procedures that help to mitigate
crack susceptibility in cement-treated material (CTM). A field test program of six 305-m (1000-ft) test
sections was implemented in August 2000. The following additives/procedures were included for
investigation: 5.5% cement additive (control section); design based on a reduced strength criteria,
5.5% cement precracked 24 to 48 hours after finishing, 5.5% cement precut (grooved) every 3 m
(10 ft), 3.5% cement with 8% fly ash (CFA), 6% ground granulated blast furnace slag (GGBFS) with
2% lime admixture (LGBFS), 3% lime and 12% fly ash; stabilization technique used by MDOT
(LFA).
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