Abstract: The article presents the comprehensive assessment of concrete pavement condition. Analyses included the district road located in the swietokrzyskie province, used for 11 years. Comparative analyses were conducted twice. The first analysis was carried out after 9 years of pavement operation, in 2015. In order to assess the extent of pavement degradation, the tests were repeated in 2017. Within the scope of field research, the traffic intensity within the analysed road section was determined. Visual assessment of pavement condition was conducted, according to the guidelines included in SOSN-B. Visual assessment can be extended by ground-penetrating radar measurements which allow to provide comprehensive assessment of the occurred structure changes within its entire thickness and length. The assessment included also performance parameters, i.e. pavement regularity, surface roughness and texture. Extension of test results by the assessment of changes in internal structure of concrete composite and structure observations by means of Scanning Electron Microscope allow for the assessment of parameters of internal structure of hardened concrete. Supplementing the observations of internal structure by means of computed tomography scan provides comprehensive information of possible discontinuities and composite structure. According to the analysis of the obtained results, conclusions concerning the analysed pavement condition were reached. It was determined that the pavement is distinguished by high performance parameters, its condition is good and it does not require any repairs. Maintenance treatment was suggested in order to extend the period of proper operation of the analysed pavement.
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[7] Polish Standard PN-EN 12504-2:2013-03 Concrete tests in structures - Part 2: Non-destructive testing - Determination of the number of reflections
[8] Polish Standard PN-EN 13036-1:2010 Surface features of road and airport pavements - Test methods - Part 1: Measurement of depth of macrotexture by volumetric method
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[10] Polish Standard PN-EN 13036-4: 2011 Roads and airports - Test methods - Part 4: Measurement method of slip resistance / slip on the surface: Pendulum test
[11] Application guidelines of „Concrete Pavement Condition Assessment System”, SOSN-B.
[12] Application guidelines of „Concrete Pavement Condition Assessment System”, SOSN-B.
Attachment 1: Concrete Pavement Condition Assessment System.
[13] Application guidelines of „Concrete Pavement Condition Assessment System”, SOSN-B.
Attachment 2: Catalogue of typical concrete pavement damages for the purposes of continuous quantity survey of damage using visual method, according to Concrete Pavement Condition Assessment System.
[14] Application guidelines of „Concrete Pavement Condition Assessment System”, SOSN-B.
Attachment C: Principles of measurement and assessment of bituminous pavement ruts condition, according to Pavement Condition Assessment System SOSN.
[15] Application guidelines of „Concrete Pavement Condition Assessment System”, SOSN-B.
Attachment D: Principles of measurement of assessment of anti-skid properties of bituminous pavements, according to Pavement Condition Assessment System SOSN. 
DOI 
Web of Science