| Title | The Effects of Higher Strength and Associated Concrete Properties on Pavement Performance |
|---|---|
| Record ID | 18285 |
| Personal Name Creator |
Jensen, E. A.; Hansen, W.; Mohr, P. |
| Source | 255p. in various pagings |
| Corporate Creator | United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center; University of Michigan |
| Publisher | Turner-Fairbank Highway Research Center |
| Publication Date | 20010600 |
| Language | English |
| Abstract | The major goal of this project was to develop recommendations for PCC properties and materials characteristics found in higher strength JPCP’s with improved long-term performance as determined by joint spalling and faulting, and transverse slab cracking. Primary project variables were pavement age, climate, traffic (4 to 23 million ESAL’s), distress levels and types, joint spacing, and compressive strength. Fifteen JPCP’s were selected for detailed field and laboratory investigation. The field compressive and tensile strengths (splitting) ranged from 33 to 75 MPa and from 3.1 to 4.5 MPa, respectively. Regular strength highway concrete with a design flexure strength of about 4.5 MPa can develop excellent long-term joint spalling resistance provided that (1) good sub-surface drainage conditions are present, (2) the concrete reaches low permeability level over time from additional curing (i.e. high resistance to physical and chemical deterioration from rapid chloride and water permeability test), (3) it has good entrained air void system (i.e. 6 to 8.5 percent), and (4) sound aggregate are used in the concrete mix. Several different permeability tests were evaluated, and each showed a good correlation with compressive strength. The compressive strength test is therefore a good indicator of the permeability level. The range of low permeability can typically be achieved at a compressive strength range of 45 to50 MPa. Water-cementitious ratio was found to be the major mix feature controlling compressive strength. This requires a concrete mix with a water-cementitious ratio of 0.42 to 0.45, a cement content of about 335 kg per m3 (6 sack mix typical for most SHA’s), and well-graded quality aggregate. Several aggregate characteristics of the concrete mix were found important to achieve good long-term pavement performance. These included aggregate inertness with respect to AAR and F-T, and strong and large sized coarse aggregate to ensure good cracking resistance and aggregate interlock. In addition, well-graded aggregate were beneficial in reducing the paste volume fraction. This results in low coefficient of thermal expansion and drying shrinkage, which both are important properties for avoiding premature transverse cracking. Given sufficient slab thickness, good long-term resistance to fatigue (transverse) cracking was found at any flexure strength level of 4.5 to 6 MPa, provided that loss of slab support from pumping erosion was not a factor. Joint faulting was found to be a consequence of factors causing pumping erosion and/or slab settlement and it was not affected by PCC strength level. Prototype mix designs were developed for different climate regions. |
| Rosap ID | dot:15434 |
| Rosap URL | https://rosap.ntl.bts.gov/view/dot/15434 |
| TRT Terms | Pavement performance; Mechanical properties; High strength concrete; Concrete pavements; Compressive strength; Durability; Literature reviews; Mixtures; Pavement joints; Evaluation; Portland cement; Recommendations; Structural analysis; Tensile strength |
| General Subjects | Long-term pavement; Pavement strength; Performance evaluation |
| Classification | NTL - HIGHWAY/ROAD TRANSPORTATION - HIGHWAY/ROAD TRANSPORTATION; NTL - HIGHWAY/ROAD TRANSPORTATION - Pavement Management and Performance; NTL - HIGHWAY/ROAD TRANSPORTATION - Materials |
| Geographical Coverage |
United States |
| OCLC | 47692133 |
| Contract Number | DTFH61-95-C-00108 |
| Report Number | FHWA-RD-00-161 |
| Resource type | Tech Report |
| URL | https://ntlrepository.blob.core.windows.net/lib/18000/18200/18285/00161_entire.pdf |
| Format | |
| Database | NTL Digital Repository |