Investigations and Implementation of Internal Angle in Illinois - - PowerPoint PPT Presentation

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Investigations and Implementation of Internal Angle in Illinois - - PowerPoint PPT Presentation

Investigations and Implementation of Internal Angle in Illinois Clay Snyder Engineering Technician III Brief history of internal angle and technology Investigations What weve learned Implementation Internal Angle


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Investigations and Implementation

  • f Internal Angle in Illinois

Clay Snyder Engineering Technician III

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SLIDE 2
  • Brief history of internal angle

and technology

  • Investigations
  • What we’ve learned
  • Implementation
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SLIDE 3

Internal Angle Internal Angle 101 101

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SLIDE 4

What is internal angle?

  • Measuring the angle of

gyration from inside the specimen mold instead of on the outside.

  • Concept and technology were

developed by FHWA with assistance from industry

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Why is it important?

  • “The verification of the angle of gyration is

essential to ensure comparable results from different…compactors.”

  • “…measurement of the internal angle may

lead to better comparability between compactors than using the external angle measurement.” From the Fall 2005 Asphalt Technology News, a publication by NCAT at Auburn University

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SLIDE 6

How is it measured?

We measure two different angles - between the plates and the mold wall at the top and bottom. We don’t measure mold wall angle… The average of the top and bottom angles is the angle that is used for calibration.

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SLIDE 7

The Technology

  • Original Dynamic Angle

Validator (DAV)

  • Developed for testing

with HMA at compaction temperatures

  • First generation devices

manufactured by Pine Instrument Company

  • Pine Instrument

Company’s Rapid Angle Measurement Device (RAM)

  • Developed for

completely “mixless” testing in a cold mold

  • Updated version of the

Dynamic Angle Validator (DAV-II)

  • Developed for testing

with HMA or “mixless” with the Hot Mix Simulator attachment (HMS)

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SLIDE 8

IDOT Investigations

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SLIDE 9
  • Decision to look at internal angle came

from IDOT’s December 2001 TWG meeting

  • Investigations began in 2002 and have

carried on up to the present

  • The Internal Angle Spec. Committee formed

in 2003 with FHWA and IDOT (BMPR and district) personnel involved to steer research and make decisions on specifications, procedures, and implementation

  • Good participation from industry
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August - September 2002

  • First real experience with internal angle calibration
  • Focused mainly on IDOT owned SGCs
  • Used first generation DAV borrowed from Tom

Brovold of Test Quip, Inc. and a 19.0 mm N90 non- polymer binder mix for calibrations

  • Used an internal angle of 1.10o +/- 0.01o as a target

for calibration – data from earlier in 2002 indicated that this was the average internal angle for IDOT SGCs, and a drastic change in angle was to be avoided

  • Tied in with that year’s IDOT uniformity study that

used a N70 polymer “D” surface mix

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SLIDE 11

Conclusions

  • SGCs easily calibrated to target internal angle
  • Uniformity study showed a reduction in standard

deviation of Gmb from previous years’ testing

  • Gyratory specimen densities followed the trend

with internal angle as related to known issues with specific SGCs

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SLIDE 12

September 2003

  • First attempt at using a mixless “load simulator”

apparatus for internal angle calibration

  • Used newly developed “rings and cones” mixless

attachment retrofitted to a first generation DAV purchased by District 1 (Chicago area)

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September 2003

  • First attempt at using a mixless “load simulator”

apparatus for internal angle calibration

  • Used newly developed “rings and cones” mixless

attachment retrofitted to a first generation DAV purchased by District 1 (Chicago area)

  • Focused on IDOT owned SGCs
  • First attempt at HMA characterization using a

mixless apparatus and a N90 polymer “D” surface mix

  • Used an internal angle of 1.10o +/- 0.02o as a target

for calibration

  • Tied in with that year’s IDOT uniformity study; the

same mix was used for all aspects of testing (N90 polymer “D” surface mix)

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Conclusions

  • Mixless testing easy, repeatable, much faster

than using mix

  • Mix characterization procedure simple, effective,

and repeatable

  • Results from the uniformity study were similar to

that from the previous year – almost the same standard deviation was achieved

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SLIDE 16

December 2003 - March 2004

  • Mixless calibration with new “sphere and plates”

mixless attachment (named the Hot Mix Simulator, or HMS) retrofitted to District 1’s DAV

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December 2003 - March 2004

  • Mixless calibration with new “sphere and plates”

mixless attachment (named the Hot Mix Simulator, or HMS) retrofitted to District 1’s DAV

  • Conducted testing that included six different

commonly used models of SGCs, both IDOT and contractor owned

  • Adjusted the angle on a Troxler 4141 for the first time
  • Used an internal angle of 1.16o +/- 0.02o as a target for

calibration (as specified in AASHTO T-312)

  • All testing (calibration, sample prep, densities) done by
  • ne technician
  • Loaned a RAM device by Pine Instrument Co. and

conducted testing along with DAV for comparison

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Conclusions

  • New “sphere and plates” a definite improvement from the

“rings and cones” mixless attachment

  • An internal angle of 1.16o is achievable on all models of

SGCs

  • Results from testing were similar to that from the previous

year’s uniformity study – a slightly lower standard deviation was achieved due to single operator

  • Internal angle calibration does help improve comparisons

between different models of SGCs

  • DAV and RAM compare pretty well
  • First data collected documenting pressure issue with older

Troxler 4140 SGCs

  • Good graph of SGC model frame stiffness
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SGC Frame Stiffness Analysis

0.750 0.775 0.800 0.825 0.850 0.875 0.900 0.925 0.950 0.975 1.000 1.025 1.050 1.075 1.100 1.125 1.150 1.175 1.200 1.225 1.250 1.275 1.300 14 16 18 20 22 24 26 28 30 Eccentricity (mm) Internal Angle Old Troxler 4140 (@ 600 kPa) New Troxler 4140 Troxler 4141 Pine AFGC125XA Pine AFG1 Pine AFGB1A Test Quip Interlaken (serviced) Interlaken (unserviced) IPC Servopac Linear (Interlaken (unserviced)) Linear (Old Troxler 4140 (@ 600 kPa)) Linear (Interlaken (serviced)) Linear (Troxler 4141) Linear (New Troxler 4140) Linear (IPC Servopac) Linear (Test Quip) Linear (Pine AFGB1A) Linear (Pine AFG1)

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September 2004 - December 2004

  • Mix characterization using various N70 and N90

surface mixes (different gradations and AC types) as well as other mixes (N50 SMA, N105) to find a good mid point for internal angle calibration

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September 2004 - December 2004

  • Mix characterization using various N70 and N90

surface mixes (different gradations and AC types) as well as other mixes (N50 SMA, N105) to find a good mid point for internal angle calibration

  • Used a first generation DAV retrofitted with the

HMS and a new DAV-II prototype with the HMS

  • All testing done on IDOT BMPR’s Troxler 4140 by
  • ne technician
  • Ran some mixes with both the DAV and DAV-II for

comparison

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Conclusions

  • Internal angles from N70 and N90 mixes very

similar

  • N90 surface mix chosen as the calibration mix
  • DAV and DAV-II compare very well
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Summer 2005 Troubleshooting

  • Excessive pressure in older Troxler 4140 SGCs
  • Comparison problems in District 8 (Collinsville)
  • Comparison problems in District 9 (Carbondale

and Buncombe)

  • Inconsistencies with some Troxler 4141 SGCs
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Conclusions

  • Work-around for older Troxler 4140 excessive

pressure developed with Tom Brovold

  • District 8 comparison problem attributed to one

under-compacting SGC (low internal angle); excessive pressure not a factor with newer Troxler 4140 SGCs

  • District 9 comparison problem attributed to one

under-compacting SGC (low internal angle) and

  • ne over-compacting SGC (high internal angle)
  • Troxler 4141 issues still being researched
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SLIDE 28

Fall 2005

  • Mass purchase of DAV-IIs by IDOT for BMPR and

all nine districts

  • HMS sphere radius changed from 45 mm to 54 mm

to aid in comparison to the RAM device

  • Class developed and taught by BMPR to train

district technicians on use of the DAV-II

  • Tied in with that year’s uniformity study; districts

used a N90 “C” surface mix to calibrate IDOT SGCs themselves to an internal angle of 1.16o +/- 0.02o

  • Essentially a test run for implementation
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Conclusions

  • BMPR’s class well received by districts and

gave them the necessary information for internal angle calibration

  • Districts were able to calibrate their SGCs with

minimal problems

  • Results from the uniformity study showed a

similar reduction in Gmb standard deviation as in previous years’ internal angle studies tied to uniformity studies - probably as low as it will get

  • Internal angle of mix found to be virtually the

same as the internal angle of the 22 mm HMS plate

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What Have We Learned?

  • Does internal angle calibration work?
  • YES!
  • Effective in reducing the standard deviation
  • f Gmb between non-comparing SGCs and

SGCs of different makes and models

  • Not a substitute for poor lab practice!
  • Is it perfect?
  • Not yet, but we’re getting there
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Implementation

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Procedure

  • Procedure being developed by IDOT BMPR
  • An internal angle of 1.16o +/- 0.02o will be used (as

stated in AASHTO T-312)

  • Completely mixless internal angle calibration using

the 22 mm HMS plate due to its similarity to a N90 surface mix

  • Calibration will use specimen molds heated to

compaction temperature

  • Four angles will be taken; two top and two bottom

angles with starting points 90o from each other

  • SGCs will be run for 25 gyrations for each test point
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SLIDE 33

District Responsibilities

  • All state SGCs will be calibrated immediately
  • District personnel will start checking contractor

and consultant SGCs this winter on a volunteer basis

  • All contractor and consultant SGCs will be

required to be calibrated by the 2007 construction season

  • All physical adjustments on contractor and

consultant SGCs will be made or arranged by the contractor/consultant and NOT by IDOT

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SLIDE 34

Questions???