Investigations and Implementation
- f Internal Angle in Illinois
Clay Snyder Engineering Technician III
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
Clay Snyder Engineering Technician III
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.
Validator (DAV)
with HMA at compaction temperatures
manufactured by Pine Instrument Company
Company’s Rapid Angle Measurement Device (RAM)
completely “mixless” testing in a cold mold
Dynamic Angle Validator (DAV-II)
with HMA or “mixless” with the Hot Mix Simulator attachment (HMS)
Brovold of Test Quip, Inc. and a 19.0 mm N90 non- polymer binder mix for calibrations
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
used a N70 polymer “D” surface mix
deviation of Gmb from previous years’ testing
with internal angle as related to known issues with specific SGCs
apparatus for internal angle calibration
attachment retrofitted to a first generation DAV purchased by District 1 (Chicago area)
apparatus for internal angle calibration
attachment retrofitted to a first generation DAV purchased by District 1 (Chicago area)
mixless apparatus and a N90 polymer “D” surface mix
for calibration
same mix was used for all aspects of testing (N90 polymer “D” surface mix)
than using mix
and repeatable
that from the previous year – almost the same standard deviation was achieved
mixless attachment (named the Hot Mix Simulator, or HMS) retrofitted to District 1’s DAV
mixless attachment (named the Hot Mix Simulator, or HMS) retrofitted to District 1’s DAV
commonly used models of SGCs, both IDOT and contractor owned
calibration (as specified in AASHTO T-312)
conducted testing along with DAV for comparison
“rings and cones” mixless attachment
SGCs
year’s uniformity study – a slightly lower standard deviation was achieved due to single operator
between different models of SGCs
Troxler 4140 SGCs
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)
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
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
HMS and a new DAV-II prototype with the HMS
comparison
similar
and Buncombe)
pressure developed with Tom Brovold
under-compacting SGC (low internal angle); excessive pressure not a factor with newer Troxler 4140 SGCs
under-compacting SGC (low internal angle) and
all nine districts
to aid in comparison to the RAM device
district technicians on use of the DAV-II
used a N90 “C” surface mix to calibrate IDOT SGCs themselves to an internal angle of 1.16o +/- 0.02o
gave them the necessary information for internal angle calibration
minimal problems
similar reduction in Gmb standard deviation as in previous years’ internal angle studies tied to uniformity studies - probably as low as it will get
same as the internal angle of the 22 mm HMS plate
SGCs of different makes and models
stated in AASHTO T-312)
the 22 mm HMS plate due to its similarity to a N90 surface mix
compaction temperature
angles with starting points 90o from each other
and consultant SGCs this winter on a volunteer basis
required to be calibrated by the 2007 construction season
consultant SGCs will be made or arranged by the contractor/consultant and NOT by IDOT