Jim Signore: Hamburg Wheel Track test

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A new arrival to California as part of the Caltrans move toward national “Superpave” specifications, the Hamburg Wheel Track test is intended to test the rut resistance and moisture sensitivity of asphalt pavements. Hear the latest research and practical lab applications of the HWT in California from the acclaimed Pavement Research Center.

Transcript of Jim Signore: Hamburg Wheel Track test

Hamburg Wheel Track Test for Moisture Sensitivity &

Rutting

James M. Signore, PhD, PEPrincipal InvestigatorUCPRC, UC Berkeley

CalAPA Conference 2014

Presentation

• Why Hamburg Wheel Track?

• Equipment Requirements

• Testing – how, best practices, troubleshooting, lessons learned…

• Performance principles

• Conclusions

Moisture Sensitivity

• Caltrans needs reliable quick means of assessing moisture sensitivity and rutting

• Concerns about variability and duration of CT 371/T 283

• HWTT as second test

Moisture Sensitivity

Pavement Interactive.org

How does it show up?

HWTT T 324 vs IDT CT 371Test Issue T 324 CT 371 / T 283

Test Time 6 hours Multiple days

Specimens 4 cores (6 in. dia.) 12 cores (4 in. dia.)

Compaction Method Superpave Gyratory Superpave Gyratory

Specimen Preparation Cut ‘flats’ on cores Environmentally treat

6 cores

Analysis Machine produced –

pass or fail

Calculations required,

wet and dry strength

What’s Required?

• HWTT Machine ~$60K-$70K

• Superpave Gyratory ~$35K-$40K

including molds

• Rock Saw

HWTT Models

Operation

Test Specimen Fabrication

• Superpave Gyratory compaction of specimens to 7% ± 1% air void content

• Cut ‘flat’ to fit into test molds

Test Specimen Fabrication• Superpave Gyratory Compactor

Test Specimen Fabrication

• Hamburg Testing Fixture – cut ‘flat’ on cores

Fabrication/Test Variability

• Mix temperature into SGC

• Heating of the compaction plates

• Limit time from oven to start of compaction reduces heat loss

• Preparation and placement of specimens in HWTT

• Time specimen is in water and temperature of water

• Temperatures of prepared specimens placed in HWTT

Cox et al 2013

Concept behind HWTT – and other wheel trackers

“Inflection Point”

Performance Possibilities

Rut Depth

Cycles

Theoretical

“Rut Resistant”

Inflection Point

0.5 in.

Superpave Section 39Test Requirements

• Taken from 10/17/14 edition

Production TestingType A and RHMA-G

Section 39-2.01D(5) Quality Control and Assurance

Type A

Section 39-2.02B Mix DesignType A

Section 39-3.01Quality Control and Assurance

RHMA-G

Section 39-3.02 Mix DesignRHMA-G

Maximizing Usage of HWTT

• Arm/wheel weight calibration

• Rut depth measurement – ensure measured equals actual

• Cutting of flats – tightness in mold

• Air void requirement is broad

• Water bath temperature

HWTT Performance Assessment

Test should correctly identify rut-prone and moisture sensitive mixes

Additional benefit of test would be capability to rank mixes

Performance

• Put in closeup pics…

Performance

Performance

Performance – Rut Depth

SIDE VIEW OF CORES

Wheel Movement

Max or Average?

PerformanceStrong Performing Mix (lab and field)

Performance Variability

Rut DepthMaximum versus Average

One side fails both sides fail

Performance

• “Some mixes that used to pass may (will) not pass anymore”

• Adjust mix design based on results

• See as pass/fail – Given variability, assess confidence in mix based on how ‘well it passes’

Summary

• Hamburg here to stay

• Minimize variability and maximize success within your control

• Can be effective tool to assess mix performance

Acknowledgments

• Dr. Rita Leahy – CalAPA

• Dr. David Jones - UCPRC

Thank you

Questions??

jsignore@berkeley.edudjjones@ucdavis.edujtharvey@ucdavis.edu