Update on R&D program

1. Update on R&D program MnDOT meeting at TRB International Partnership Day January 17, 2013 Leif Bakløkk

2. Background for the program- The biggest challenges in Norway:

3. Rehabilitation of old roads • Much of today’s road network was constructed many years ago and need rehabilitation. • Rebuilding these roads to satisfy our current requirements is a big challenge. • Solutions that are not optimal neither technically nor economically are often chosen for budgetary reasons.

4. 2. Production quality for asphalt pavements • Based on observed distresses, we see that, in Norway, there is a need for improvement in: • Homogeneity (Segregation) • Compaction (void content) • Joints • Tack coat • Quality of workmanship • Annual maintenance budget for asphalt pavements is ca. 2 billion NOK– Small improvements in pavement service life can give big economic benefits.

5. 3. Effective production methods Big construction machines make the work go fast and effectively Little time to adjust when unexpected conditions occur Little time to conduct appropriate quality control Little time for consolidation settlements to occur during construction phase This demands the use of “robust construction materials” that suit today’s construction methods

6. 4. Lackofcompetentprofessionals Many experienced professionals have left or are going to retire soon. Few young people take education in this area We have a big challenge to attract competent professionals in this area 5. Contracts and economyaredecisive Today we see a strong focus on economy and completion time. Less emphasis is often put on the quality of workmanship. Good contracts demand good documentation and guidelines. The system of internal control is not working satisfactorily and should be followed up with client control in addition.

7. 6. Climate change We expect more rain and increased average temperature The roads must withstand more water/moisture Increased risk of erosion and avalanches:Scouring of bridge foundations is a problem Changing conditions for freeze-thaw: More freeze-thaw cycles in some areas – fewer in others Roads have to be built at elevated levels near rivers and the sea Large part of climate change that is expected to occur before the period 2070-2100 has already come

8. 7. More focusontheenvironment WarmMixAsphalt (WMA) Recycling - less consumptionofnaturalresources LCA/LCC Carbonfootprint - CO2 emission Lownoise pavements Rolling resistance

9. 8. Greater demand from users Increased demand for better condition and accessibility of the road network Need/demand to use larger axle loads and tire pressures (to save fuel) Less possibility to work on the roads (Traffic disruption) Supply of road capacity has not kept pace with the rising demand for road transport (ref.: Adnan Rahman)

10. Program period 2011 - 2014 Three main topics (focus areas) form the work packages of the program: • Road surfacing • Pavement design and strengthening/rehabilitation • Knowledge dissemination and implementation The budget is 20 mill. NOK (3,6 mill. USD) for direct expenses and procurement of services.

11. Solutions, products and deliverables from the program

12. Work package 1: Road surfacing • A report on status of the production quality • Testing and documentation of homogeneity using thermal camera • Documentation of homogeneity using ViaPPS (laser scanner for pavement condition registration) • Control of production quality for: • Longitudinal joints • Tack coat • Investigation of performance-related test methods for: • Deformation properties • Wear resistance properties • Testing of epoxy asphalt • Monitoring of test sections containing PMB

13. Report on status of production quality Joints Tack coat Problems which have significant effect on service life are documented– Improvement in requirements is important!

14. Thermal camera is a useful tool for improving the quality

15. Monitoring with thermal camera Shows good homogeneity in the longitudinal direction Poor homogeneity in the lateral direction

16. Measurement of homogeneity using ViaPPS (Laser scanner)

17. Performance–related requirements – resistance to deformation • More focus on asphalt mix design • Compaction • Use of PMB when necessary • Assessment of the deformation properties of the Norwegian asphalt mixtures has started (Wheel-track on field samples) • The aim is to set requirements for deformation resistance for field samples

18. Other on-going and planned activities • Effect of fines content on the properties of asphalt • Monitoring of LTA (WMA) sections • Use of rubber in asphalt • Mix design, look at volume-based mix design • Durability of asphalt pavements, PhD work

19. Design of roads • The Norwegian design system will be changed • Major points: • More strict requirements for frost protection • Updated data for traffic loading based on data from new WIM measurements • Robust solutions based on cost-benefit analysis

20. Foundation materials • Frost heave on new roads shows that improving the frost protection is necessary. More strict requirements for materials in the sub-base and frost protection layers. • Improved quality control in the construction phase • We work towards fewer options in choice of base course materials, and want robust solutions that are suitable for today’s production methods and climate loading • Stopped using blasted rock in the sub-base layer, materials must be crushed and sieved.

21. Reduction in damage and rutting due to narrow roads/shoulders • Cost/benefit analysis of building stronger and wider roads Alt. 0 – Current standard Alt. 1 – Design guide standard Alt. 2 – Improved (robust) standard

22. Axle load measurement; assesment of real traffic loading • Installed 9 weigh-in-motion (WIM) measurement points, gives detailed data for the heavy traffic; • Weight • Axle loads • Axle load distribution  Updated input to design and performance prediction models

23. Compaction Control CCC and GPS The use of Continuous Compaction Control and GPS is a major advance. Intelligent compaction The compaction work is being improved much with the use of Intelligent compaction where the amplitude is adjusted to the stiffness of the layer being compacted.

24. Cooperation on GPR • Nordic project • Anne Lalague’s stay in Minnesota

25. Future planning ofrehabilitation • Laser scanning may give us the geometry and condition of the road surface and side terrain • GPR can provide information on the structural construction and condition of the pavement • The data is processed in 3D applications for further use

26. Dissemination of knowledge • Communications plan • Home page http://www.vegvesen.no/varigeveger • Information in journals, contribution to conferences and courses • Scientific publication; international conferences, refereed journals etc

27.  Implementation in the pavement design manual and contract documents • Continuous on-going process; • Important to get the research results quickly implemented.

28. Guidelines We aim to create several new guidelines: • Rehabilitation • Quality of production of asphalt pavements • Compaction • Frost protection and design • Use of recycled asphalt • Use of recycled concrete • Drainage

29. Training course and educational materials • Offer State-of-the-art training in Norway in the subject • Development of lectures and presentations (diverse topics) that may be used in different courses and modules • Textbook for road construction/road technology

30.  Dessimination; Course and training Great need for development and transfer of expertise – updated training materials;- inside NPRA - in the industry - at teaching institutions. (all levels) • Aim: • - Develop course in road technology suited to the different functions and topics • Course material that can be used by many/ at different levels/ for different courses. • Text book in road technology Conducted earlier: New text book in operation and maintenance 2011;

31. «Wisdom is something that comes with age … …but sometimes age comes alone»

32. More information: www.vegvesen.no/varigeveger Tank you for yourattention!