1. Paramix mid-term meeting in Barcelona November 13, 2002
Status of Swedish test sections for cold in-situ stabilization

2. Test sections are located northwest of Umeå
Stockholm
The location of the test sections is approximately 650 kms north of Stockholm
Gothenburg

3. Test road before stabilization
The length of the test road is 1600 meters. The structural strength was measured before any measures using a FWD.
Test road before stabilization

4. FWD measurement Example only
This is an example from another section of a Swedish road. On the test sections sensors were located 0, 200, 300, 450, 600, 900 and 1200 mms from the center of the load plate.

5. Cores were taken in each lane and direction every 50 meters.

6. Average thickness 50 mm
Thickness measured, composition analyzed (bitumen content and grading) and bitumen recovered and analyzed.

7. Unbound base .... Under the surfacing ....
Samples og the unbound layer underneath the asphalt were taken and analyzed.
Under the surfacing ....

8. Swedish test sections emulsion emulsion no emulsion Test 1 *added
SA 16
SA 16
SA 16
100 mm new base
emulsion
emulsion
no emulsion
50 mm AC
100 mm gravel base
SA means soft asphalt wearing course (thickness 45 mm). On the first test section 50 mm new aggregate (4-32 mm) was added and mixed with the existing asphalt and 50 mm of existing gravel base. On the second section 50 mm new aggregate (0 – 32 mm) was added... In the second step emulsion was added up to about 4 % (residual binder content!) of the layer. The reference section has no emulsion added, only mixing was performed. A new base layer was added on top. This is the common Swedish way to reinforce a road of this type.
50 mm aggregate A*
50 mm AC
50 mm gravel base
50 mm aggregate B*
50 mm AC
50 mm gravel base
Test 1 *added
Test 2
Reference

9. In-situ cold stabilization steps
Adding unbound material
New wearing course
Emulsion mixed in
”Dry” mixing
Existing
Steps from left to right... Dry mixing means only water added. After dry mixing the road is shaped by means of a grader and compacted.

10. Emulsion production unit
The bitumen emulsion was produced in our own emulsion plant also located in Umeå, close to the laboratory..
Emulsion production unit

11. Bitumen grade used for the bitumen emulsion
The bitumen grade chosen was 330/430. It is a relevant choice taking into account the climatic conditions, workability and compactability during execution of the work.
Bitumen grade used for
the bitumen emulsion

12. First milling after adding new aggregate

14. Shaping after mixing in emulsion...

15. Surface finish after compaction with two rollers (oneheavy pneumatic and one smooth vibratory)

17. Samples were taken one every 50 meter on each side of the road

18. Laboratory compaction was performed using a gyratory compactor with 150 mm perforated moulds (allows water to escape)

19. A total of 69 specimens were prepared using the same procedure
A total of 69 specimens were prepared using the same procedure... Now waiting for curing sawing and any analysis necessary for those building models