improving asphalt content determination through ignition...
TRANSCRIPT
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Improving Asphalt Content Determination Through Ignition Testing
Wednesday, December 6, 2017
2:00-3:30PM ET
TRANSPORTATION RESEARCH BOARD
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The Transportation Research Board has met the standards and requirements of
the Registered Continuing Education Providers Program. Credit earned on
completion of this program will be reported to RCEP. A certificate of completion
will be issued to participants that have registered and attended the entire session.
As such, it does not include content that may be deemed or construed to be an
approval or endorsement by RCEP.
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Purpose
Discuss NCHRP Report 847. Learning Objectives
At the end of this webinar, you will be able to: • Identify factors that affect asphalt correction factors • Describe the consequences of sharing correction factors • Identify ways to minimize variability in asphalt correction
factors
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NCHRP Research Report 847: Variability of Ignition Furnace Correction Factors NCHRP Project 09-56
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NCHRP is a State-Driven Program
– Suggest research of national interest
– Serve on oversight panels that guide the research.
• Administered by TRB in cooperation with the Federal Highway Administration.
• Sponsored by individual state DOTs who
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Practical, ready-to-use results • Applied research aimed at
state DOT practitioners • Often become AASHTO
standards, specifications, guides, syntheses
• Can be applied in planning, design, construction, operations, maintenance, safety, environment
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Today’s Speakers
• Carolina Rodezno, Auburn University • E. Ray Brown, Auburn University • Ed Harrigan, Transportation Research Board
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1
Dr. Carolina Rodezno Dr. Ray Brown
December 6, 2017
NCHRP Project 9-56
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Outline Project Scope Objectives Background Methodology Results Conclusions Recommendations/Further Research
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Project Scope • Literature Review • DOT’s/Industry Survey • Experimental Plan
Phase I
• Conduct Experimental Plan Phase II
• AASHTO Practice • Final Report Phase III
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Project Objectives • Determine significant factors that affect asphalt
correction factors (CF) for ignition furnaces to minimize their variability
Evaluate effect of sharing CFs between units • Develop guidelines for installation, operation,
and maintenance of ignition furnaces
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Background Accurate determination of AC and aggregate gradation
critical in control of quality of asphalt mixtures during construction
Ignition method per AASHTO T 308 is widely used to determine AC and gradation
Basic Procedure: Oven uses high temp. to burn asphalt off aggregate Procedure terminates when weight of sample stabilizes-
indicating there is no more binder to ignite CF needed to account for difference between known
binder content and ignition test results
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Background Types of Ignition Ovens
Convection Units Chamber heated using radiant heat
source-electric heating element-heat air, then sample
Asphalt ignites-blower pulls air into chamber to maintain ignition
Released gases further oxidized while passing out through a secondary chamber
Exhaust is cooled by mixing with air Ovens may have internal balance or
not
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7
Background Types of Ignition Ovens
Infrared Units Infrared heating element to heat
sample Electromagnetic energy waves to
transfer heat energy to sample-stimulating molecules in mix- sample heats furnace by conduction/convection
Troxler units: 3 burning profiles: default, option 1-soft aggregates, option 2-high AC, stone matrix or modifiers
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Background Most research studies conducted in mid to late 1990s
and early to mid 2000s during its implementation Evaluated effectiveness, accuracy of new method
(compared to extraction and compared units/brands available)
Studies focused on evaluating variables related with the mix components and not operation
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Background Temperature effect (Kowalski et al, 2010) High temp. during ignition produced decomposition
which causes mass loss to continue after binder is burned off
Mass loss f(test temp), higher loss as temp. increases Higher test temperature, sooner oven temperature
exceeded target and sooner temperature peaked Decreasing temperature has a significant effect on mass
loss and rate of mass loss
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Background Lime effect (Prowell and Youtcheff, 2000) Hydrated lime has a significant effect on CF Lime addition decreases CF; CF varied from 0.64 with no
hydrated lime to 0.13 with 2% hydrated lime Variability reported large enough to cause non-compliance
with quality control tests according to VDOT’s specifications Description Average CF
Control 5.84 0.64 +0.5% hydrated lime 5.64 0.44 +1 % hydrated lime 5.47 0.27 +2% hydrated lime 5.33 0.13
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Background Ignition method (AASHTO T 308) and solvent extraction
(AASHTO T 164) most common methods to measure AC
Condition Standard Deviation
Acceptable Range of Two Tests
T 308 T 164 T 308 T 164 Single Operator
Precision: AC (%) 0.069 0.18 0.196 0.52
Multilaboratory Precision: AC (%)
0.117 0.29 0.33 0.81
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Background Share CFs is a practice by some agencies Approach violates AASHTO T 308 which indicates CF
must be established for each mix and ignition unit Some states have aggregates with high mass loss and
don’t allow use of ignition test States like Indiana and Wisconsin have reported
problems with aggregates such as dolomites High CFs result in more variability in measured AC
content
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Agency/ Contractor Survey Insight and concerns regarding use of ignition
test 60 agency responses representing 42/50 US
states, 7/10 Canadian provinces and federal lands Additional 37 responses from contractors and 7
responses from testing labs Most respondents use AASHTO T 308 or agency
modification
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Ignition Furnace Types
93.3% - use internal balances 56.3% indicated differences in CF with different brands,
models or locations
68.5% 20.2%
5.6%
18.0%
6.7%
2.2%
Thermolyne Series 859/945
Fisher Thermo/Thermolyne Series1087/1275
Troxler 4155 Asphalt Analyzer
Troxler 4730/4731 NTO
Gilson HM-378
Carbolite Asphalt Binder Analyzer
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Ages of Furnaces Operated
26.4%
37.4%
51.7%
38.5%
18.7%
< 2 years old
2 - 5 years old
5 - 10 years old
10 - 15 years old
> 15 years old
Range of furnace ages appears to be normally distributed with a median age of 5-10 years
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Factors Affecting Ignition Furnace CF 92.2% aggregate type
significant, follow by test temperature, AC content and use of hydrated lime
Samples with higher AC/larger samples →more asphalt to burn → higher peak test temperature
Other factors : RAP/RAS; length of vent pipe, cleanliness of oven, how basket are loaded
92.2%
37.8%
21.1%
14.4%
Aggregate type
Test temperature
Asphalt content
Hydrated lime
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Typical Asphalt Content CF Range
Majority indicated CF <1 Some agencies identified CF >1 is common Granite, gravel and limestone most common aggregates
67.4%
49.4%
6.7%
3.4%
<= 0.50
0.51 - 1.00
1.00 - 2.00
> 2.00
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Frequency at which CF are Determined/Reevaluated
17.4%
7.0%
8.1%
48.8%
18.6%
Correction factors are not reevaluated
Longer than two years
Once every two years
Once a year
More than once a year
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Typical Sample Burn Times
0.0%
9.4%
90.6%
7.1%
> 1 hour 30 minutes
1 hour - 1 hour 30 minutes
30 minutes - 1 hour
< 30 minutes
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Installation, Maintenance and Cleaning Issues
2-1200 samples per year-average=285
90 degree elbows avoided, average slightly less than 1
13% hooked multiple furnace to same ductwork
Number of Samples Tested per Year
40.7% 17.3%
21.0%
7.4%
3.7%
8.6%
1.2%
< 100
100 - 200
200 - 400
400 - 600
600 - 800
800 - 1000
> 1000
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Areas of Concern with Test Procedure
Only 56/106 respondents answered question; 26 provided comments that range from no problems (majority) to issues with dolomites →Missouri→ no constant mass even at lower temperature
42.9%
39.3%
46.4%
44.6%
35.7%
Long burn times
Smoke from furnace entering lab
Residual asphalt on burned sample
Inconsistent test results
High correction factors
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Experimental Plan Objective: Determine significant influences affecting variability of asphalt correction factors Three studies: • Sensitivity Study at NCAT Lab • Round Robin Study(RRS) • Troubleshooting Outliers from RRS
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Sensitivity Study at NCAT Lab Objective: Examine different factors to determine which factors influence ignition test results • Identify materials • Identify factors and levels • Display of treatment combination • Conduct tests and statistical analysis
• Linear regression analysis • If p-value≤0.10 regression coefficient is statistically
significant -factor has an effect on test results
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Aggregates/Mixes Four Aggregates/Mixes, 12.5mm NMAS; PG 67-22
Aggregate/ Mix
Aggregate Description
Source Expected CF Range
1 Limestone and Granite
Calera, AL – Vulcan Materials
0.0 - 0.5
2 Limestone and Granite with 1% Lime
Calera, AL – Vulcan Materials
0.0 - 0.5
3 Limestone Barbeau, MI – Payne and Dolan
0.5 - 1.0
4 Dolomite Delphi, IN ---USA Aggregates
1.0 - 3.0
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Sensitivity Study at NCAT Lab Factors Levels
Ovens Thermolyne, Troxler, Gilson
Test Temperature 800°F, 1000°F (Default, Option 1 for Troxler)
Air Flow 30% Open, 100% Open
Sample Mass 1500 , 2000 grams
AC Content Optimum AC -1%, Optimum AC +1%
Burning Profile (Troxler Only) Default, Option 1, Option 2
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Sensitivity Study Results
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Mix # Variable Levels Average CF
Statistically Significant
(Y/N)
Practically Significant
(Y/N)
Mix 1
Ignition Unit Thermolyne 0.07
Y Y Troxler 0.12 Gilson -0.03
Temperature 800°F -0.02 Y Y 1000°F 0.12
AC Content Opt. AC -1% 0.10 Y N Opt. AC +1% 0.00 Air Flow, Sample Weight N -
Mix 2
Ignition Unit Thermolyne -0.26
Y N Troxler -0.21 Gilson -0.36
Temperature 800°F -0.33 Y N 1000°F -0.23 Air Flow, AC Content, Sample Weight N -
Factors Affecting Asphalt CF-Mix 1 and 2
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Factors Affecting Asphalt CF • Type of oven and test temperature were statistically
and practically significant for mixes 1, 3 and 4 • Reducing test temperature from 1000°F to 800°F
resulted in a lower CF for all mixes except Mix 2 • Air flow was found to be statistically and practically
significant only for Mix 4 • Sample weight and AC content not significant • For Mixes 1, 3 and 4, Gilson resulted in lowest
average CF
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Factors Affecting Asphalt CF Test Temperature: Affects AC CF for 7/12 combinations Effect more significant for convection units Decreasing test temperature decreases aggregate
mass loss for all mixes Air Flow (Damper Opening): Affects AC CF for 4/12 combinations Restriction in air flow may cause an increase of
asphalt CF Effect more significant for Troxler
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Factors Affecting Asphalt CF
Asphalt Content: Affects AC CF for 3/12 combinations( Mix 3 and 4) Both combinations with Troxler unit Sample Weight: Not significant
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Temperature Effect by Mix Type
AC content =Optimum - 1% AC content =Optimum +1%
0.0
-0.5
0.5
1.5
2.5
3.5
Mix 1 Mix 2 Mix 3 Mix 4
800°F 1000°F
-0.5
0.5
1.5
2.5
3.5
Mix 1 Mix 2 Mix 3 Mix 4
800°F 1000°F
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Troxler Only-Burning Profiles Mix # Variable Levels Average CF
Statistically Significant
(Y/N)
Practically Significant
(Y/N)
Mix 1 Profile Default, Option 1,
Option 2 0.11, -0.04,
0.17 Y Y
Mix 2 Burning Profile, AC Content, Sample Weight N ---
Mix 3 Profile Default, Option 1,
Option 2 0.70, 0.64, 0.92 Y Y
Mix 4 Profile Default, Option 1,
Option 2 1.59, 1.27, 2.15 Y Y
• For mixes 1, 3 and 4, Option 2 yielded highest asphalt CF • For mixes 1, 3 and 4 Option 1 resulted in lowest asphalt CF • Change in asphalt CF caused by changing burning profiles was
more pronounced for mix 4
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Average Test Time by Mix Type and Test Temperature -Thermolyne
0
20
40
60
80
100
120
140
160
Mix 1 Mix 2 Mix 3 Mix 4 Mix 1 Mix 2 Mix 3 Mix 4
800°F 1000°F
Aver
age
Test
Tim
e (m
in)
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Average Test Time by Mix Type and Test Temperature -Troxler
0
20
40
60
80
100
120
140
160
Mix 1 Mix 2 Mix 3 Mix 4 Mix 1 Mix 2 Mix 3 Mix 4
Option 1 Default
Aver
age
Test
Tim
e (m
in)
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Average Test Time by Mix Type and Test Temperature -Gilson
0
20
40
60
80
100
120
140
160
Mix 1 Mix 2 Mix 3 Mix 4 Mix 1 Mix 2 Mix 3 Mix 4
800°F 1000°F
Aver
age
Test
Tim
e (m
in)
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RRS Experimental Plan
Labs 18 DOT agencies; 5 Contractors/Research
Oven brand 17 Thermolyne, 8 Troxler, 3 Gilson Multi-labs 5 labs with two different oven brands
Number of Mixes Four mixes at their optimum asphalt content
Test temperature 538°C (mixes 1-3) and 482°C (mix 4) for
convection units (Thermolyne, Gilson); default and option 1 for infrared unit(Troxler)
Total Number of Specimens
4 samples x 4 mixes x ( 28 units) = 448 samples; 1500 grams each
Replicates 3 per mix
Objective: Identify CF outliers for further investigation
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37
RRS Results
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38
Data Analysis Test results analyzed per ASTM E 691 k and h statistics to evaluate consistency of results
and possible outliers k=indicator of how laboratory variability compared with that of other labs h=indicator of how laboratory average compared with that of other labs
Critical k and h values recommended in standard Each mix test results analyzed separately
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Asphalt Content CF RRS -Mix 1
-0.8
-0.6
-0.4
-0.2
0
0.2
0.4
0.6
0.8La
b 1-
THLa
b 2-
THLa
b 3-
THLa
b 4-
THLa
b 5-
THLa
b 6-
THLa
b 7-
THLa
b 8-
THLa
b 9-
THLa
b 10
-TH
Lab
11-T
HLa
b 12
-TH
Lab
13-T
HLa
b 14
-TH
Lab
15-T
HLa
b 16
-TH
Lab
17-T
H
Lab
16-G
SLa
b 18
-GS
Lab
19-G
S
Lab
10-T
XLa
b 20
-TX
Lab
17-T
XLa
b 4-
TXLa
b 21
-TX
Lab
22-T
XLa
b 12
-TX
Lab
23-T
X
Thermolyne Gilson Troxler
Asph
alt C
onte
nt C
F
Average=0.11MIn. =-0.66Max.=0.62
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Asphalt Content CF RRS -Mix 2
-0.8
-0.7
-0.6
-0.5
-0.4
-0.3
-0.2
-0.1
0.0
0.1
0.2
0.3La
b 1-
THLa
b 2-
THLa
b 3-
THLa
b 4-
THLa
b 5-
THLa
b 6-
THLa
b 7-
THLa
b 8-
THLa
b 9-
THLa
b 10
-TH
Lab
11-T
HLa
b 12
-TH
Lab
13-T
HLa
b 14
-TH
Lab
15-T
HLa
b 16
-TH
Lab
17-T
H
Lab
16-G
SLa
b 18
-GS
Lab
19-G
S
Lab
10-T
XLa
b 20
-TX
Lab
17-T
XLa
b 4-
TXLa
b 21
-TX
Lab
22-T
XLa
b 12
-TX
Lab
23-T
X
Thermolyne Gilson Troxler
Asph
alt C
onte
nt C
F
Average= -0.23MIn. = -0.67Max.= 0.18
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Asphalt Content CF RRS -Mix 3
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8La
b 1-
THLa
b 2-
THLa
b 3-
THLa
b 4-
THLa
b 5-
THLa
b 6-
THLa
b 7-
THLa
b 8-
THLa
b 9-
THLa
b 10
-TH
Lab
11-T
HLa
b 12
-TH
Lab
13-T
HLa
b 14
-TH
Lab
15-T
HLa
b 16
-TH
Lab
17-T
H
Lab
16-G
SLa
b 18
-GS
Lab
19-G
S
Lab
10-T
XLa
b 20
-TX
Lab
17-T
XLa
b 4-
TXLa
b 21
-TX
Lab
22-T
XLa
b 12
-TX
Lab
23-T
X
Thermolyne Gilson Troxler
Asph
alt C
onte
nt C
F
Average=0.92MIn. =0.55Max.=1.51
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Asphalt Content CF RRS -Mix 4
-2-1.5
-1-0.5
00.5
11.5
22.5
33.5
4La
b 1-
THLa
b 2-
THLa
b 3-
THLa
b 4-
THLa
b 5-
THLa
b 6-
THLa
b 7-
THLa
b 8-
THLa
b 9-
THLa
b 10
-TH
Lab
11-T
HLa
b 12
-TH
Lab
13-T
HLa
b 14
-TH
Lab
15-T
HLa
b 16
-TH
Lab
17-T
H
Lab
16-G
SLa
b 18
-GS
Lab
19-G
S
Lab
10-T
XLa
b 20
-TX
Lab
17-T
XLa
b 4-
TXLa
b 21
-TX
Lab
22-T
XLa
b 12
-TX
Lab
23-T
X
Thermolyne Gilson Troxler
Asph
alt C
onte
nt C
F
Average=1.25MIn. =-1.57Max.=3.58
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k Statistics-Mix 3 (ASTM E 691)
43
Lab 17-TH k value = 2.4> k critical=2.22
0
0.5
1
1.5
2
2.5
3La
b 1-
THLa
b 2-
THLa
b 3-
THLa
b 4-
THLa
b 5-
THLa
b 6-
THLa
b 7-
THLa
b 8-
THLa
b 9-
THLa
b 10
-TH
Lab
11-T
HLa
b 12
-TH
Lab
13-T
HLa
b 14
-TH
Lab
15-T
HLa
b 16
-TH
Lab
17-T
H
Lab
16-G
SLa
b 18
-GS
Lab
19-G
S
Lab
10-T
XLa
b 20
-TX
Lab
17-T
XLa
b 4-
TXLa
b 21
-TX
Lab
22-T
XLa
b 12
-TX
Lab
23-T
X
Thermolyne Gilson Troxler
k St
atis
tics
Critical value =2.22
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h Statistics-Mix 3 (ASTM E 691)
44
-3
-2
-1
0
1
2
3
4
Lab
1-TH
Lab
2-TH
Lab
3-TH
Lab
4-TH
Lab
5-TH
Lab
6-TH
Lab
7-TH
Lab
8-TH
Lab
9-TH
Lab
10-T
HLa
b 11
-TH
Lab
12-T
HLa
b 13
-TH
Lab
14-T
HLa
b 15
-TH
Lab
16-T
HLa
b 17
-TH
Lab
16-G
SLa
b 18
-GS
Lab
19-G
S
Lab
10-T
XLa
b 20
-TX
Lab
17-T
XLa
b 4-
TXLa
b 21
-TX
Lab
22-T
XLa
b 12
-TX
Lab
23-T
X
Thermolyne Gilson Troxler
h St
atis
tics
Critical value =2.63
Critical value =-2.63
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45
Precision Statistics-RRS
Mix # Actual AC%
Average Measured
AC%
Average AC CF
Standard Deviation
W/L B/L
1 5.2 5.32 0.12 0.097 0.117
2 5.2 4.97 -0.23 0.086 0.102
3 6.2 7.08 0.88 0.197 0.212
4 6.1 7.31 1.21 0.345 0.370
AASHTO T 308 0.069 0.117
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46
Troubleshooting Outliers from Round Robin Study
Objective: Team visit labs to conduct additional testing, document specifics about tests to determine reasons for the differences in CF
Mix Lab k-value h-value
1 Lab 4-TX Lab 21 TX
3.4 3.2
3.9 1.7
2 Lab 4-TX Lab 21 TX
4.1 0.4
-2.8 2.66
3 Lab 17-TH 2.4 1.69
4 Lab 16 -GS Lab 21-TX Lab 23-TX
4.6 3.1 1.1
-4.1 4.3 3.0
Critical values 2.22 2.59
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47
TROUBLESHOOTING -LAB VISITS
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48
Lab 4 -Troxler • Results significantly different for Mix 1 and 2 • CF from oven tickets were significantly different from
external weighing • Results obtained from external weighing were found
to be similar to results for other labs
Mix # Average Lab
AC from RRS
Average AC from RRS for Lab 4
AC Average (Manually
weighing on scales outside the
furnace) by NCAT 1 5.32 4.54 5.52 2 4.97 4.53 4.92
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49
Lab 16-Gilson • Higher CF for Lab 16 than for average of all labs for Mix 4 • Gilson unit required to program “preheat” and “burnout”
temperatures. It was suspected that only “preheat” temp. was changed to 482°C and left “burnout” temp. set to 538°C when testing Mix 4
• After adjustments NCAT tests more in line with average lab results Mix #
Measured Average Lab AC
from RRS
Average AC from RRS Lab 16
Average AC Measured During
Lab Visit
Measured AC Average During NCAT Lab Visit
Furnace Set to Incorrect Burnout
Temp
Furnace Set to Correct Burnout
Temp 3 7.08 6.95 NA 6.98 4 7.31 8.80 8.81 7.00
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50
Lab 17-Thermolyne CF Results were higher for Mix 4 than for average of all
labs NCAT results more in line with mean for all labs High results attributed to test error because no issues
with the equipment were found
Mix Average Lab measured AC
from RRS
Average AC measured from
RRS
Average AC Measured During
NCAT Lab Visit
3 7.08 7.08 6.95 4 7.31 7.61 7.30
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51
Lab 19-Gilson • CF Results lower for Mixes 3 and 4 than for average of
all labs • Input parameter for the afterburner temperature was
set to 1000°F, instead of 1562°F • After adjustments NCAT tests yielded higher results
more in line with average of all labs but still low
Mix #
Average Lab measured AC
from RRS
Average measured AC
from RRS for Lab 19
Average AC Measured During NCAT Lab Visit
Afterburner at 1000°F
Afterburner at 1562°F
3 7.08 6.75 6.76* 6.95 4 7.31 6.56 - 6.78
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52
Lab 21-Troxler CF results higher for Mix 3 and 4 than for average of all
labs After results submitted, this lab decided to replace the
unit due to malfunction NCAT tests using new Troxler unit more in line with
results for average of all labs
Mix # Average Lab AC
from RRS
Average AC from RRS for
Lab 21
Average AC Measured
During Lab Visit
3 7.08 7.71 7.12 4 7.31 4.53 7.55
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53
Lab 23-Troxler • CF results for Mix 4 significantly higher than average of
all labs • Programmed “Default” burn profile was incorrect • Research team adjusted burning profile to match factory
profile • NCAT test results using new burning profile much more
in line with average results from all labs.
Mix #
Average Lab AC from RRS
Average AC from RRS for Lab 23
Average AC Measured During NCAT Lab Visit
Original Profile New Profile
3 7.08 7.64 7.76 6.85 4 7.31 9.68 9.93 7.06
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54
Observations from Outlier Study • Equipment was not functioning correctly • Equipment was not set up correctly or test procedures
not followed • Need good procedure to validate proper equipment
operation • Need good guidance for when and how to properly
maintain equipment • Need to participate in routine round robin testing
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55
Installation, Operation, and Maintenance of Ignition Furnace
• Follow Manufacturer’s recommendations for installation, operation, and maintenance
• Very high test temperatures so be safe • Situate furnace so that adequate space for hot baskets • Minimize length of vent (less than 10 feet if possible) • Leaking smoke can be caused by improper seals,
negative pressure in room (caused by hoods), etc • Moisture in mix affects measured asphalt content
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56
Installation, Operation, and Maintenance of Ignition Furnace (Cont’d)
• Allow sample to cool before measuring weight externally • Lime affects the correction factor • Be careful with high AC content mixes such as fine RAP,
RAS, etc. Sample size will likely need to be reduced to prevent overheating furnace once burn begins
• Perform round robin testing to ensure accuracy of measured AC content. This can be done within one lab with multiple pieces of equipment or between multiple labs. Accurately measuring the CF is a bigger problem with high mass loss aggregates
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57
Conclusions • Although not recommended, sharing CF may be possible
when low CF aggregates (say 0.1 to 0.2% or less) are used
Amount of lime has to be closely controlled during production otherwise this will affect the CF and result in incorrect measurement of AC content
For mixes that do not contain lime, test conducted at 800°F significantly reduced asphalt CF, particularly for high mass loss aggregates
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58
Conclusions • Study suggested that different precision statements may
be necessary for aggregates with higher CFs • For mixes 1 and 2 within-lab and between-lab σ
similar to AASHTO T 308 • For mixes 3 and 4 as CF increased σ also increased
It also suggests that precision statement in AASHTO T 308 was developed with low mass loss aggregates and are not applicable to aggregates with higher mass loss
Causes of differences in CF from troubleshooting study were primarily related to wrong equipment settings or other equipment issues
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59
Recommendations/Further Work
Conducting ignition test for RAP materials at 800°F, will allow more accurate determination of the RAP asphalt content which can be difficult since the CF is not known
Key product of this research is a Proposed Standard Practice for Installation, Operation, and Maintenance of Ignition Furnaces
Additional work currently in progress to evaluate effect of reducing test temperature including mixes that contain recycled materials
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60 Courtesy of Timothy Ramirez
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Today’s Participants
• Ed Harrigan, Transportation Research Board, [email protected]
• Carolina Rodezno, Auburn University, [email protected]
• E. Ray Brown, Auburn University, [email protected]
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Get Involved with TRB • Getting involved is free! • Join a Standing Committee (http://bit.ly/2jYRrF6) • Become a Friend of a Committee
(http://bit.ly/TRBcommittees) – Networking opportunities – May provide a path to become a Standing Committee
member • For more information: www.mytrb.org
– Create your account – Update your profile 97th TRB Annual Meeting: January 7-11, 2018
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Get involved with NCHRP
• Suggest NCHRP research topics • Volunteer to serve on NCHRP panels • Lead pilot projects and other
implementation efforts at your agency • For more information:
http://www.trb.org/nchrp/nchrp.aspx
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Take Part in the Careers in Motion Networking Fair
http://bit.ly/CareersInMotionFair