Effects of Specimen Compaction on Performance Characteristics: Results of Triaxial tests on AC

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1 Effects of Specimen Compaction on Performance Characteristics: Results of Triaxial tests on AC Update of progress at ISBS Konrad Mollenhauer

2 Compaction methods at ISBS Gyratory Roller Sector Marshall

3 Compaction of Asphalt mix Goal: V m = 4 %

4 Preparation of specimens French Roller

5 Triaxial Tests: Equipment axial loading LVDT (axial) LVDT (axial) LVDT (radial) specimen LVDT (radial) rubber membrane hydraulic oil (radial loading)

6 Triaxial Test: Loading (EN ) Axial Stress Radial Stress Sinusoidal axial stress: σ a = 0.3 MPa; σ b = 0.15 MPa; frequency: f = 10 Hz static radial stress: σ rad = 0.15 MPa Temperature: +50 C Specimen dimensions: Diameter: 100 mm (MPK: mm) Height: 60 mm d/h: 0.6

7 Triaxial test: Results Course of cumulated axial strain ε ax (N): creep rate f c,ax (N=1,000) f c,ax

8 Triaxial test: Results Course of cumulated axial strain ε ax (N): creep rate f c,ax (N=1,000) B ε 1000,calc ε 1000,calc ε ax = A N B f c,ax

9 Triaxial test: Results Course of cumulated axial strain ε ax (N): creep rate f c,ax (N=1,000) ε 1000,calc Course of cumulated radial strain ε rad (N): f c,rad (N=1,000) ε 1000,calc ε ax = A N B f c,ax ε rad f c,rad

10 Triaxial Test: Results µ = σ rad σ ax ε rad σ rad ε ax ( 2 εrad εax ) σax εax ε ax here: σ ax : axial mean stress σ c : radial (confining) stress ε ax : f c,ax ε rad : f c,rad ε rad

11 Triaxial Tests: cumulated axial strains French Roller German Sector Gyratory Marshall

12 Triaxial Test: creep rate f c,1000 French Roller German Sector Gyratory Marshall

13 Triaxial Test: strain after 1000 cycles ε 1000,calc French Roller German Sector Gyratory Marshall

14 Triaxial Tests: cumulated radial strains French Roller German Sector Gyratory Marshall

15 Poisson s ratio µ

16 Compaction method or void content? Further Tests necessary: Further specimens available: Marshall: V m = 2,0 % Gyratory: V m = 1,6 % New specimens - Roller Sector (V m : 1.5 & 3.5) (2 new slabs: 25 kg mix) - French Roller with varied compaction energy?

17 Comparative test program Segment Roller Compaction Scope: Roller Sector Compactor Devices are commonly used Europewide Compaction Procedure varies considerably Objective: Analysation of impact of given compaction procedure on mechanical properties of asphalt specimens Evaluation of reproducibility of Roller Sector compaction Participants: ISBS (Germany), ISTU (Austria), TUDD (Germany), UVT (Hungary); ifbgauer (Germany); TUD (Netherlands)

18 AC 11 (bitumen 50/70) Comparative test program Segment Roller Compaction Asphalt Mixture: AC11 passing [%] ,09 0,25 0, ,2 16 Sieve [mm] maximum aggregate density [g/cm³] < 0.09 mm [%] > 0,09 mm & < 2.0 mm > 2.0 mm content of crushed aggregate binder type softening point Ring & Ball [ C] binder content [mass-%] maximum density [g/cm³] % 37.5 % 53.0 % C 90/1 50/ Each laboratory uses 2 compaction procedures: 1. Common procedure (according German Standard) 2. Laboratory standard procedure

19 German Standard Compaction Procedure Height of asphalt slab [cm] Force per cm slab width [kn/cm] ,8 0,7 0,6 0,5 0,4 0,3 0,2 0,1 0 +0,5 cm / cycle 5 cycles ± 0 Pre-Compaction -0,5 cm / cycle Force [kn/cm] Pre-Compaction Force [kn/cm] Main-Compaction Force = 0,1 kn/cm slab width Force = 0 kn Slab height during pre-compaction Slab-height during main compaction Main-Compaction Number of compaction cycles

20 Comparative test program Segment Roller Compaction Test program: Slab compaction: January/February Specimen preparation (cores) February/March Mechanical Tests (Triaxial tests) March/April Presentation of Results: May

21 ATCBM pre-conference workshop Laboratory compaction of asphalt mixtures for the preparation of specimens for performance-based test methods Topics: Impact of specimen compaction - on aggregate structure - on performance properties Comparability with site compacted asphalt

22 ATCBM pre-conference workshop Laboratory compaction of asphalt mixtures for the preparation of specimens for performance-based test methods Tuesday, May 26th 8 presentations about 20 min (selection according submitted 2 page abstract) Deadline for abstract submission: February 15th Notice of Acceptance until March 31st

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