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![Page 1: CSX UK TTCI - University of Kentucky College of …jrose/papers/Tests and Evaluations of In-Service...Stability (lbs) 750 minimum 1730 Flow (inch ... ** Average nuclear density test](https://reader034.fdocuments.net/reader034/viewer/2022051601/5abeef3e7f8b9a3a428d9621/html5/thumbnails/1.jpg)
CSX TTCI UK
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Strengthens Trackbed Support
Waterproofs Underlying Roadbed
Confines Ballast and Track
12 ft.
8 to 12 in.
5 to 6 in.
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Dense-Graded Highway Base Mix
1 – 1 ½ in. Maximum Size Aggregate
Asphalt Binder +0.5% above Optimum
Low to Medium Modulus Mix, 1 - 3% Air Voids
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Trackbed Materials Classifications
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• Roadbed/Subgrade Moisture Contents
– At or Near Optimum
– Thus, HMA Mat not Trapping Moisture
– For Design - Use Unsoaked Condition
• HMA Cores
– No Significant Weathering or Deterioration
– No Loss of Fatigue Life
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Geokon Hydraulic Earth Pressure Cells
9 in. Diameter
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P-Cell 209 on 5 in. HMA Layer
0
5
10
15
20
7 8 9 10 11 12 13 14 15 16 17
Time (s)
Pre
ss
ure
(p
si)
4 6-Axle Locos
Initial 5 Cars
Empty Coal Train at Conway
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P-Cell 206 on 8 in. HMA Layer
0
5
10
15
20
4 5 6 7 8 9 10 11 12 13 14 15
Time (s)
Pre
ss
ure
(p
si)
4 6-Axle Locos
Initial 5 Cars
Empty Coal Train at Conway
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P-Cell 206 on 8 in. HMA Layer
0
5
10
15
20
0 20 40 60 80 100 120
Time (s)
Pre
ss
ure
(p
si)
67 Cars
2 6-Axle Locos
Flat Wheel on a Loaded Auto Train at
Conway
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286,000
lb
62,000
lb
180
lb
13 - 17
psi
2 - 4
psi
6
psi
100 - 200+
psi
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5 in. HMA Layer on Wood Tie Track
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3
4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
Time (s)
De
fle
cti
on
(in
.)
2 6-Axle Locos Initial 7 Cars
Loaded Coal Train at Conway
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8 in. HMA Layer on Wood Tie Track
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3
7 8 9 10 11 12 13 14 15 16 17 18 19 20
Time (s)
De
fle
cti
on
(in
.)
2 6-Axle Locos Initial 7 Cars
Loaded Coal Train at Conway
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HMA Layer on Concrete Tie Track
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3
11 13 15 17 19 21 23
Time (s)
De
fle
cti
on
(in
)
2 6-Axle Locos Initial 6 Cars
Loaded Coal Train at Brush Creek
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Conway Top of HMA Temperature vs.
Time
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Sieve size Amount finer, mass %
Recommended Actual
1.5 inch 100 100
¾ inch 70 - 98 76
3/8 inch 44 - 76 52
No. 4 30 - 58 41
No. 8 21 - 45 30
No. 16 14 - 35 23
No. 30 8 - 25 17
No. 50 5 - 20 11
No. 200 2 - 6 4.5
Asphalt 3.5 - 6.5 6.4
Composition of Dense-Graded HMA Mix
Property Required Range Actual Test Results
Compaction 50 blows 50 blows
Stability (lbs) 750 minimum 1730
Flow (inch) 0.15 – 0.25 0.24
Percent air voids 1 - 3% 2%
Voids filled w/asphalt
80 - 90% 86%
In-place density* 92 - 98% 94%**
*Maximum density = 151 ptc
** Average nuclear density test results
Marshall Mix Design Criteria for HMA Underlayment
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Longitudinal Cross Section of HMA
Test Track
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Test Results in Track Modulus and
Subgrade Stress
0
1000
2000
3000
4000
Tra
ck M
od
ulu
s (
lb/i
n./
in.)
18 in. granular tracks
4 in. HMA
8 in. HMA
0
5
10
15
Su
bg
rad
e S
tress (
psi)
18 in. granular tracks
4 in. HMA
8 in. HMA
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05
1015
202530
2 3 4 5 6 7 8 9 10
Time (s)
Str
ess (
psi) 8 in. HMA surface
Subgrade surface
Reduction of Dynamic Stresses
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Track Settlement as a Function of
Traffic
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HMA Temperature vs. Air Temperature
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Findings and Conclusions
• HMA Underlayment Steadily Growing
• Long-Term Performance - Outstanding
• Test Measurements - CSXT Revenue &
TTCI Test
• Peak Dynamic Pressures in Trackbed
286,000 lb locomotive
13 – 17 psi (HMA)
5 – 7 psi (subgrade)
62,000 lb car
2 - 4 psi (HMA)
180 lb person
6 psi
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Findings and Conclusions (cont.)
• Dynamic Track Deflections – 286,000 lb Loco
– 0.25 in. Wood Ties; 0.05 in. Concrete Ties
• Dynamic Track Modulus (Stiffness)
– 2500 lb/in/in Wood Ties; 7500 lb/in/in Concrete Ties
• Roadbed/Subgrade Moisture Contents
– Remain at or Near Optimum
• HMA
– Minimal Weathering and Oxidation
– Minimal Temperature Variations
– Stiffness (Modulus) Uniform
– Low Induced Stress Levels
– Long Fatigue Life
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Acknowledgements
• CSX Transportation (BNSF Railway)
• Association of American Railroads (TTCI)
and Federal Railroad Administration
• Asphalt Institute - M.J. Hensley
• University of Kentucky Graduate Students
– Bennet A. McElroy
– Daniel M. Durrett
– William B. Long