INTRODUCTION - SR99_170007
TEST PROGRAM - SR99_170008
RESULTS AND DISCUSSION - SR99_170009
Figure 1. Relationship between chemical dosage and freezing point.
Combinations
CONCLUSIONS AND RECOMMENDATIONS - SR99_170012
Table 4. Admixtures that will produce strength at 10C at least as fast as normal concrete cured at 5C.
WHAT WE STILL DON'T KNOW
LITERATURE CITED - SR99_170015
APPENDIX A: PERFORMANCE DATA
Table A1. Chemicals that accelerate strength gain of mortar over first 7 days at 20C
Table A2. Chamicals that primarily acted as freeze point depressants
Table A3. Liquid chemicals
Table A4. Chemicals combined
REPORT DOCUMENTATION PAGE - SR99_170021
SR99_17
TEST PROGRAM - SR99_170008
RESULTS AND DISCUSSION - SR99_170009
Figure 1. Relationship between chemical dosage and freezing point.
Combinations
CONCLUSIONS AND RECOMMENDATIONS - SR99_170012
Table 4. Admixtures that will produce strength at 10C at least as fast as normal concrete cured at 5C.
WHAT WE STILL DON'T KNOW
LITERATURE CITED - SR99_170015
APPENDIX A: PERFORMANCE DATA
Table A1. Chemicals that accelerate strength gain of mortar over first 7 days at 20C
Table A2. Chamicals that primarily acted as freeze point depressants
Table A3. Liquid chemicals
Table A4. Chemicals combined
REPORT DOCUMENTATION PAGE - SR99_170021
SR99_17
