INDOT currently identifies freeze-thaw durable aggregate using ITM210, a 90-day concrete beam freeze-thaw test. To accelerate this procedure, the 8-day Hydraulic Fracture Test (HFT) was investigated and modified. Samples from 18 quarries and six RCA sources were subjected to HFT and ITM210. Statistical analysis demonstrated that HFT can predict the ITM210 results with reasonable accuracy. The modified HFT procedures and equipment are recommended as a quick screening tool for predicting ITM210 test results
Aggregates are an important component of transportation infrastructure used as unbound base material...
Over the past several years a comprehensive study on the pore systems of limestones used as coarse a...
015446512015Final ReportPDFTech ReportFHWA-KS-15-08SPR 73-1AggregatesConcrete pavementsFreeze thaw d...
00712546https://doi.org/10.21949/14045771995PDFTech ReportSpecial report 95-4AggregatesConcreteFreez...
Concrete pavements containing coarse aggregate derived from certain types of sedimentary rocks, main...
The objective of this work is to calculate the compressive strength and relative dynamicmodulus of e...
This report summarizes several years of research relating to damage to concrete and aggregates under...
Quick freezing of a fragment of rock which is fully saturated with water is, perhaps, the most rigor...
The Kansas Department of Transportation (KDOT) wants to construct durable concrete pavements with mi...
13A-3815-5188The durability of Portland cement concrete (PCC) has long been identified as a concern ...
Master of ScienceDepartment of Civil EngineeringKyle RidingConcrete is most widely used material in ...
Much of the crushed limestone aggregate produced in the Oklahoma region is susceptible to freeze-tha...
The AASHTO T 161 (ASTM C666) durability factor (DF) is used for evaluation and acceptance of aggrega...
PDFTech ReportKS-14-04Concrete pavementsD crackingLimestone aggregatesCoarse aggregatesFreeze thaw d...
Main purpose of this research is to create the new reference method of determining the freeze-thaw r...
Aggregates are an important component of transportation infrastructure used as unbound base material...
Over the past several years a comprehensive study on the pore systems of limestones used as coarse a...
015446512015Final ReportPDFTech ReportFHWA-KS-15-08SPR 73-1AggregatesConcrete pavementsFreeze thaw d...
00712546https://doi.org/10.21949/14045771995PDFTech ReportSpecial report 95-4AggregatesConcreteFreez...
Concrete pavements containing coarse aggregate derived from certain types of sedimentary rocks, main...
The objective of this work is to calculate the compressive strength and relative dynamicmodulus of e...
This report summarizes several years of research relating to damage to concrete and aggregates under...
Quick freezing of a fragment of rock which is fully saturated with water is, perhaps, the most rigor...
The Kansas Department of Transportation (KDOT) wants to construct durable concrete pavements with mi...
13A-3815-5188The durability of Portland cement concrete (PCC) has long been identified as a concern ...
Master of ScienceDepartment of Civil EngineeringKyle RidingConcrete is most widely used material in ...
Much of the crushed limestone aggregate produced in the Oklahoma region is susceptible to freeze-tha...
The AASHTO T 161 (ASTM C666) durability factor (DF) is used for evaluation and acceptance of aggrega...
PDFTech ReportKS-14-04Concrete pavementsD crackingLimestone aggregatesCoarse aggregatesFreeze thaw d...
Main purpose of this research is to create the new reference method of determining the freeze-thaw r...
Aggregates are an important component of transportation infrastructure used as unbound base material...
Over the past several years a comprehensive study on the pore systems of limestones used as coarse a...
015446512015Final ReportPDFTech ReportFHWA-KS-15-08SPR 73-1AggregatesConcrete pavementsFreeze thaw d...