There are various real-time monitoring technologies other than intelligent compaction (IC) and paver-mounted thermal profiling (PMTP). Examples are asphalt and concrete real-time smoothness, ground-penetrating RADAR (GPR) – Dielectric profiling systems (DPS), and etc.
Literature
AASHTO. (2008) Standard Method of Test for Estimating the Strength of Concrete in Transportation Construction by Maturity Tests. AASHTO T 325, AASHTO, Washington, DC.
ACI. (2003) In-Place Methods to Estimate Concrete Strength. ACI 228.1R, ACI Committee 228, Farmington Hills, MI.
ACI. (2010) Specifications for Structural Concrete. ACI 301, ACI Committee 301, Farmington Hills, MI.
ACI. (2014) Building Code Requirements for Structural Concrete and Commentary. ACI 318, ACI Committee 318, Farmington Hills, MI.
Anderson, K. et al. (2009) Use of the Maturity Method in Accelerated PCCP Construction. Report No. WA-RD 698.1, WSDOT, Olympia, WA. Available at http://www.wsdot.wa.gov/Research/Reports/600/698.1.htm. Accessed April 29, 2016.
ASTM (2011), Standard Practice for Estimating Concrete Strength by the Maturity Method. ASTM C 1074-11, ASTM International, West Conshohocken, PA.
Rasmussen, R.O. et al. (2013) Real-Time Smoothness Measurements on Portland Cement Concrete Pavements during Construction. SHRP 2 Report S2-R06E-RR-1, Strategic Highway Research Program, Transportation Research Board, Washington, DC.
Sebesta, S. et al. (2013) Using Infrared and High-Speed Ground-Penetrating Radar for Uniformity Measurements on New HMA Layers. SHRP 2 Report S2-R06C-RR-1, Strategic Highway Research Program, Transportation Research Board, Washington, DC.
Von Quintus, H.L. et al. (2009) NDT Technology for Quality Assurance of HMA Pavement Construction. NCHRP Report 626, Transportation Research Board, Washington, DC.