accelerated loading test in danish asphalt rut tester

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Accelerated loading test in Danish Asphalt Rut Tester. Erik Nielsen Danish Road Institute. DART. Danish Asphalt Rut Tester is a full scale loading equipment capable of performing permanent deformation studies on bituminous bound pavement structures at a speed up till 5 km/h. - PowerPoint PPT Presentation

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Accelerated loading test in Danish Asphalt Rut Tester

Erik NielsenDanish Road Institute

2

DART

Danish Asphalt Rut Tester is a full scale loading equipment capable of performing permanent deformation studies on bituminous bound pavement structures at a speed up till 5 km/h.

The pavement slabs can be 1200 x 1500 mm in dimension and up till 250 mm in height.

The temperature can be controlled both at the top and the bottom of the slab, so stable gradient through the slab can be established to resemble the real conditions in the road.

3

DART

6 asphalt slabs have been retrieved from a Danish test pavement at Svogerslev.

4

DART

2 asphalt slabs have been retrieved from a test pavement at EPFL-LAVOC, Lausanne, Schweiz.

5

DARTThe eight slabs will be divided in four sets a two slabs and the following experiments and associated conditions will be performed

Danish standard conditions

Temperature gradient 40 -> 20 C

Super single tyre, 50 KN

Danish test pavement

“EPFL-LAVOC” conditions

No temperature gradient 40 -> 40 C

Dual wheel, 45 KN

Danish test pavement

“EPFL-LAVOC” conditions

Temperature gradient 40 -> 20 C

Dual wheel, 45 KN

Danish test pavement

“EPFL-LAVOC” conditions

No temperature gradient 40 -> 40 C

Dual wheel, 45 KN

EPFL-LAVOC pavement

6

DART

First asphalt after DART experiment

Transversal profile = the mean of 5 measured profiles subtracted original transversal profile.

Rup depth = mean of 3 length profiles subtracted original length profile

7

DART

0

5

10

15

0 20.000 40.000 60.000 80.000 100.000 120.000Number of runs

Ru

t d

epth

(m

m)

SS 109 SS 110 DW 111 DW 112

8

DARTSuper single tyre, temperature gradient

-10,00

-8,00

-6,00

-4,00

-2,00

0,00

2,00

4,00

6,00

-1000 -800 -600 -400 -200 0 200 400 600 800 1000

Distance from centerline, mm

Tra

nsv

ersa

l pro

file

s, m

m

109 22.000 runs

109 80.000 runs

110 22.000 runs

110 80.000 runs

9

DARTDual wheel, no temperature gradient

-20,00

-15,00

-10,00

-5,00

0,00

5,00

10,00

15,00

20,00

25,00

30,00

-1000 -800 -600 -400 -200 0 200 400 600 800 1000

Distance from centerline, mm

Tra

nsv

ersa

l pro

file

s, m

m

111 22.000 runs

111 80.000 runs

10

DARTDual wheel, no temperature gradient

-20,00

-15,00

-10,00

-5,00

0,00

5,00

10,00

15,00

20,00

25,00

30,00

-1000 -800 -600 -400 -200 0 200 400 600 800 1000

Distance from centerline, mm

Tra

nsv

ersa

l p

rofi

les,

mm

111 22.000 runs

111 52.000 runs

111 54.000 runs

111 56.000 runs

111 80.000 runs

11

DARTDual wheel, no temperature gradient

focus on shift in material near centerline

-16,00

-14,00

-12,00

-10,00

-8,00

-6,00

-4,00

-2,00

0,00

-250 -200 -150 -100 -50 0 50 100 150 200 250

Distance from centerline, mm

Tra

nsv

ersa

l pro

file

s, m

m

111 22.000 runs

111 52.000 runs

111 54.000 runs

111 56.000 runs

111 80.000 runs

12

DARTSuper single tyre and dual wheel, with and without temperature gradient

-20,00

-15,00

-10,00

-5,00

0,00

5,00

10,00

15,00

20,00

25,00

30,00

-1000 -800 -600 -400 -200 0 200 400 600 800 1000

Distance from centerline, mm

Tra

nsv

ersa

l pro

file

s, m

m

109 22.000 runs

109 80.000 runs

110 22.000 runs

110 80.000 runs

111 22.000 runs

111 80.000 runs

13

DART

y = 0,0926x0,3715

R2 = 0,9935

0

1

2

3

4

5

6

7

0 20.000 40.000 60.000 80.000 100.000

Serie1

Serie2

Potens (Serie1)

No A B R2

109 0.2916 0.2768 0.9964

110 0.0926 0.3715 0.9935

111 0.0788 0.4430 0.9776

112 0.0259 0.5332 0.9311

Rut depth = A * Number of runs B

for runs from 10.000 -

14

DART

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