U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000
Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations
REPORT |
This report is an archived publication and may contain dated technical, contact, and link information |
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Publication Number: FHWA-HRT-14-065 Date: February 2015 |
Publication Number: FHWA-HRT-14-065 Date: February 2015 |
Table 44. Treatment sites by State, part 1.
State |
County |
Route |
Dir |
Milepost Begin |
Milepost End |
Site Type |
Location Description |
Area Type |
Number Lanes |
Radius of Curvature |
Type of Curve |
Friction Data (DFT 20 kph) |
Friction Data (DFT 20 kph) HFS 1-Year |
Friction Data (DFT 20 kph) |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
KS |
Johnson |
I-35 |
NB |
28.487 |
28.487 |
ramp |
Ramp from NB I-35 to NB I-635 |
urban |
1 |
410 |
simple |
0.519 |
0.558 |
0.594 |
KS |
Leavenworth |
K5 |
Both |
6.141 |
6.141 |
curve |
Curve on K5 |
rural |
2 |
215 |
simple |
0.283 |
0.588 |
0.604 |
KS |
Sedgwick |
K96 |
EB |
36 |
36 |
ramp |
Ramp from EB K96 to EB US 54 |
urban |
1 |
280 |
compound |
0.422 |
0.641 |
0.648 |
KS |
Wabaunsee |
K99 |
Both |
36.887 |
36.887 |
curve |
Curve on K99 |
rural |
2 |
1190 |
simple |
0.381 |
0.688 |
- |
CO |
Boulder |
US36 |
Both |
10.92 |
11.09 |
curve |
Curve on US 36 |
rural |
2 |
330 |
simple |
0.541 |
0.699 |
0.637 |
CO |
Boulder |
CO119 |
Both |
30.48 |
30.63 |
curve |
Curve on CO 119 |
rural |
2 |
380 |
simple |
0.73 |
0.617 |
0.467 |
MT |
Missoula |
US93 |
SB |
85.8 |
86.2 |
curve |
SB lanes for US 93 |
rural |
2 |
910 |
simple |
0.783 |
0.612 |
0.294 |
MT |
Silver Bow |
I-15 |
NB |
121 |
121.5 |
ramp |
Ramp from NB I-15 to WB I-90 |
rural |
1 |
150 |
compound |
0.698 |
0.746 |
0.688 |
MI |
Oakland |
I-75 |
NB |
0 |
0.166 |
ramp |
Ramp from NB I-75 to SB Baldwin Rd. |
urban |
1 |
220 |
simple |
0.491 |
0.923 |
0.643 |
MI |
Oakland |
I-75 |
NB |
0.168 |
0.21 |
ramp |
Right and middle lane of curve along ramp from NB I-75 to Rochester Rd. |
urban |
2 |
215 |
simple |
0.359 |
1.02 |
0.885 |
MI |
Genesee |
I-69 |
WB |
0.194 |
0.497 |
ramp |
Ramp from WB I-69 to SB I-75 |
urban |
1 |
265 |
compound |
0.403 |
0.636 |
0.546 |
MI |
Kent |
I-96 |
WB |
0 |
0.127 |
ramp |
Ramp from WB I-96 to NB US 131 |
urban |
1 |
310 |
simple |
0.466 |
0.737 |
0.569 |
MI |
Wayne |
M39 |
NB |
0.013 |
0.037 |
ramp |
First part of ramp from NB M-39 Ramp to EB US-12 |
urban |
1 |
115 |
simple |
- |
- |
- |
MI |
Macomb |
I-94 |
EB |
0.496 |
0.523 |
ramp |
Portion of ram from EB I-94 ramp to NB Gratiot Ave |
urban |
1 |
675 |
simple |
- |
- |
- |
MI |
Delta |
M35 |
EB |
0.606 |
0.701 |
curve |
Downhill curve on M‑35 |
urban |
1 |
515 |
simple |
- |
- |
- |
KY |
Jefferson |
KY-1142 |
Both |
0.343 |
0.408 |
curve |
Single curve |
urban |
2 |
360 |
s-curve |
- |
- |
- |
KY |
Jefferson |
KY-22 |
WB |
1.38 |
1.46 |
curve |
Single curve |
urban |
1 |
515 |
simple |
- |
- |
- |
KY |
Jefferson |
KY-22 |
WB |
2.893 |
2.971 |
curve |
Single curve |
urban |
1 |
390 EB/ 340 WB |
simple |
- |
- |
- |
KY |
Oldham |
KY-22 |
Both |
4.385 |
4.47 |
curve |
Single curve |
rural |
2 |
475 |
simple |
- |
- |
- |
KY |
Fayette |
KY-922 |
Both |
7.815 |
7.876 |
curve |
Single curve |
rural |
2 |
390 |
simple |
- |
- |
- |
KY |
Garrard |
KY-1295 |
Both |
2.788 |
2.908 |
curve |
Single curve |
rural |
2 |
675 |
simple |
- |
- |
- |
KY |
Garrard |
KY-1295 |
Both |
2.933 |
3.062 |
curve |
Single curve |
rural |
2 |
745 |
simple |
- |
- |
- |
KY |
Garrard |
KY-1295 |
Both |
4.579 |
4.753 |
curve |
Single curve |
rural |
2 |
560 |
simple |
- |
- |
- |
KY |
Garrard |
KY-1295 |
Both |
4.773 |
5.073 |
curve |
Single curve |
rural |
2 |
575 |
simple |
- |
- |
- |
KY |
Jessamine |
KY-29 |
Both |
6.438 |
6.516 |
curve |
Single curve |
rural |
2 |
1100 |
simple |
- |
- |
- |
KY |
Madison |
KY-21 |
Both |
6.777 |
6.837 |
curve |
Single curve |
rural |
2 |
255 |
simple |
- |
- |
- |
KY |
Madison |
KY-21 |
Both |
6.861 |
6.912 |
curve |
Single curve |
rural |
2 |
635 |
simple |
- |
- |
- |
KY |
Madison |
KY-21 |
Both |
11.297 |
11.374 |
curve |
Single curve |
rural |
2 |
405 |
simple |
- |
- |
- |
KY |
Madison |
KY-21 |
Both |
12.308 |
12.428 |
curve |
Single curve |
rural |
2 |
590 |
simple |
- |
- |
- |
KY |
Madison |
KY-21 |
Both |
12.492 |
12.593 |
curve |
Single curve |
rural |
2 |
860 |
simple |
- |
- |
- |
KY |
Madison |
KY-21 |
Both |
12.807 |
12.922 |
curve |
Single curve |
rural |
2 |
640 |
simple |
- |
- |
- |
KY |
Madison |
KY-21 |
Both |
13.258 |
13.424 |
curve |
Single curve |
rural |
2 |
470 |
simple |
- |
- |
- |
KY |
Madison |
US-421 |
Both |
3.56 |
3.639 |
curve |
Single curve |
rural |
2 |
390 |
simple |
- |
- |
- |
KY |
Madison |
US-421 |
Both |
5.943 |
6.101 |
curve |
Single curve |
rural |
2 |
225 |
simple |
- |
- |
- |
KY |
Madison |
US-421 |
Both |
6.125 |
6.282 |
curve |
S-curve |
rural |
2 |
255 |
s-curve |
- |
- |
- |
KY |
Madison |
US-421 |
Both |
6.303 |
6.382 |
curve |
Single curve |
rural |
2 |
570 |
simple |
- |
- |
- |
KY |
Scott |
US-25 |
Both |
11.03 |
11.104 |
curve |
Single curve |
rural |
2 |
725 |
simple |
- |
- |
- |
KY |
Scott |
US-25 |
Both |
11.14 |
11.199 |
curve |
Single curve |
rural |
2 |
540 |
simple |
- |
- |
- |
KY |
Bracken |
KY-1159 |
Both |
1.771 |
1.971 |
curve |
S-curve |
rural |
2 |
530 |
s-curve |
- |
- |
- |
KY |
Bracken |
KY-1159 |
Both |
2.197 |
2.31 |
curve |
Single curve |
rural |
2 |
215 |
simple |
- |
- |
- |
KY |
Greenup |
KY-1458 |
Both |
1.31 |
1.369 |
curve |
Single curve |
rural |
2 |
170 |
simple |
- |
- |
- |
KY |
Hardin |
KY-9001 |
EB |
- |
- |
ramp |
Ramp from WK Pkwy EB (KY 9001) to I-65 NB |
urban |
1 |
240 |
simple |
- |
- |
- |
KY |
Fayette |
I-75 |
NB |
- |
- |
ramp |
Ramp from I-75 NB to US 27 |
urban |
1 |
155 |
compound |
- |
- |
- |
KY |
Mercer |
US-68 |
Both |
5.112 |
5.312 |
curve |
S-curve |
rural |
2 |
315 |
s-curve |
- |
- |
- |
KY |
Pike |
US-460 |
Both |
23.08 |
23.12 |
curve |
Single curve |
rural |
2 |
435 |
simple |
- |
- |
- |
SC |
Charleston |
I-526 @ US 17 |
NB |
- |
- |
ramp |
Ramp from NB US 17 to WB I-526-first half of ramp |
urban |
1 |
140 |
compound |
- |
- |
- |
SC |
Charleston |
I-526 @ US 17 |
EB |
- |
- |
ramp |
Ramp from SB US 17 to EB I-526-end of ramp |
urban |
1 |
140 |
simple |
- |
- |
- |
SC |
Cherokee |
I-85 @ US 29 |
NB |
- |
- |
ramp |
Offramp from NB I-85 to US 29-only first part of ramp treated |
urban |
1 |
140 |
simple |
- |
- |
- |
SC |
Greenville |
US 25 |
Both |
52.19 |
53.22 |
curve |
Multiple curves |
rural |
4 |
1430 (2) |
multiple curves |
- |
- |
- |
SC |
Horry |
SC 31 @ SC 9 |
EB |
- |
- |
ramp |
Ramp from NB/EB SC 31 to NB SC 9-first part of ramp |
urban |
2 |
765 |
simple |
- |
- |
- |
SC |
Horry |
SC 31 @ SC 9 |
EB |
- |
- |
ramp |
Ramp from NB SC 9 to NB/WB SC 31-first part of ramp |
urban |
1 |
255 |
simple |
- |
- |
- |
SC |
Horry |
SC 31 @ SC 544 |
WB |
- |
- |
ramp |
Ramp from WB/SB SC 31 to SB SC 544-first part of ramp |
urban |
1 |
255 |
simple |
- |
- |
- |
SC |
Horry |
SC 31 @ US 501 |
WB |
- |
- |
ramp |
Ramp from WB/SB SC 31 to SB US 501-first half of ramp |
urban |
1 |
295 |
simple |
- |
- |
- |
SC |
Horry |
SC 31 @ US 501 |
EB |
- |
- |
ramp |
Ramp from NB/EB SC 31 to NB US 501-first part of ramp |
urban |
1 |
315 |
simple |
- |
- |
- |
SC |
Richland |
I-126 @ US 21 |
NB |
- |
- |
ramp |
Ramp from NB US 21 (Huger St.) to WB I‑126 |
urban |
2 |
315 |
simple |
- |
- |
- |
SC |
Richland |
I-126 @ US 21 |
SB |
- |
- |
ramp |
Offramp from EB I-126 to SB US 21 (Huger St.) |
urban |
2 |
700 |
simple |
- |
- |
- |
TN |
Houston |
SR49 |
Both |
14.9 |
15.15 |
curve |
Rural road curve |
rural |
2 |
975 |
simple |
- |
- |
- |
TN |
Carter |
SR37 |
Both |
11.6 |
11.75 |
curve |
Rural road curve |
rural |
3 |
405 |
simple |
- |
- |
- |
TN |
Rhea |
SR30 |
Both |
6.84 |
7.14 |
curve |
Rural road curve |
rural |
3 |
475 |
simple |
- |
- |
- |
TN |
Cumberland |
SR68 |
Both |
8.1 |
8.33 |
curve |
Rural road curve |
rural |
2 |
440 |
simple |
- |
- |
- |
WI |
Milwaukee |
I-94 |
EB |
346.57 |
346.57 |
ramp |
Ramp from EB I-94 to NB I-43 |
urban |
2 |
505 |
compound |
0.314 |
0.979 |
- |
CA |
Humboldt |
US 101 |
NB |
88.2 |
88.3 |
ramp |
Ramp from NB US 101 to EB CA 299-first part of ramp |
urban |
1 |
290 |
simple |
- |
- |
- |
CA |
Nevada |
CA 20 |
Both |
30.4 |
30.6 |
curve |
Single curve |
rural |
2 |
300 |
simple |
- |
- |
- |
CA |
Sacramento |
US 50 |
WB |
16.805 |
n/a |
ramp |
Ramp from Folsom Blvd to WB US 50-beginning of ramp |
urban |
3 |
205 |
simple |
- |
- |
- |
CA |
Sacramento |
US 50 |
WB |
16.805 |
n/a |
ramp |
Ramp from Folsom Blvd to WB US 50-end of ramp |
urban |
1 |
870 |
simple |
- |
- |
- |
CA |
Sacramento |
US 50 |
WB |
R0.595 |
n/a |
ramp |
Ramp from Stockton Blvd to WB US 50-end of ramp |
urban |
1 |
150 |
simple |
- |
- |
- |
CA |
Sacramento |
US 50 |
WB |
R2.680 |
n/a |
ramp |
Ramp from NB 65th St. to WB US 50-end of ramp |
urban |
1 |
150 |
simple |
- |
- |
- |
CA |
Santa Cruz |
CA17 |
SB |
9.37 |
9.65 |
curve |
Curve on SB Highway 17 |
rural |
2 |
470 |
simple |
0.469 |
0.806 |
- |
TX |
Williamson |
I-35 |
NB |
- |
- |
ramp |
Ramp for U-turn lane on NB I-35 frontage road at FM 2338 |
urban |
1 |
60 |
simple |
0.456 |
- |
- |
TX |
Williamson |
US 183 |
NB |
- |
- |
curve |
Curve at intersection of NB US 183 and US 183A |
rural |
2 |
115 |
simple |
0.52 |
- |
- |
IA |
Polk |
I-80 |
EB |
- |
- |
ramp |
Ramp from EB I-80 to SB I-235 |
urban |
1 |
510 |
simple |
- |
- |
- |
IA |
Polk |
I-80 |
EB |
- |
- |
ramp |
Ramp from EB I-80 to NB I-35 |
urban |
1 |
770 |
simple |
- |
- |
- |
IA |
Polk |
I-80 |
WB |
- |
- |
ramp |
Ramp from WB I-80 to SB I-235 |
urban |
1 |
770 |
simple |
- |
- |
- |
IA |
Linn |
I-380 |
Both |
19.7 |
19.7 |
curve |
Elevated roadway on I-380 just south of Cedar River |
urban |
6 |
1125 |
simple |
0.53 |
- |
- |
LA |
Orleans |
I-610 |
WB |
2.7 |
3.17 |
curve |
Curve on bridge/ elevated roadway |
urban |
3 |
1300 |
simple |
- |
- |
- |
Sites listed in California, Texas, and Iowa were not included in the analysis.
- = for Milepost columns, indicates information not available. For Friction Data columns, indicates data not available.
Dir = Direction
DFT = Drift friction tester
HFS = High friction surface
EB = Eastbound
WB = Westbound
Table 45. Treatment site by State, part 2.
State |
County |
Route |
Underlying Pavement Type |
Lane Width (Avg) |
Left Shoulder Width (Avg) |
Right Shoulder Width (Avg) |
Posted Speed Limit |
Month-Year of Treatment |
Length of Treatment (ft) |
Single/ Double HFST |
HFST Binder Type |
HFST Agg Type |
---|---|---|---|---|---|---|---|---|---|---|---|---|
KS |
Johnson |
I-35 |
pcc |
11 |
10 |
4 |
35 |
9-Aug |
780 |
Single |
Epoxy Binder |
Flint |
KS |
Leavenworth |
K5 |
asphalt |
10.5 |
n/a |
0 |
20 |
9-Aug |
255 |
Single |
Epoxy Binder |
Flint |
KS |
Sedgwick |
K96 |
pcc |
15 |
4 |
8 |
30 |
9-Aug |
850 |
Single |
Epoxy Binder |
Flint |
KS |
Wabaunsee |
K99 |
asphalt |
11 |
n/a |
0 |
50 |
9-Aug |
450 |
Single |
Epoxy Binder |
Flint |
CO |
Boulder |
US36 |
asphalt |
12 |
n/a |
1 |
35 |
9-Sep |
925 |
Single |
Epoxy Binder |
Flint |
CO |
Boulder |
CO119 |
asphalt |
12 |
n/a |
2 |
40 |
9-Sep |
600 |
Single |
Epoxy Binder |
Flint |
MT |
Missoula |
US93 |
chip seal |
12 |
4 |
8 |
55 |
9-Sep |
1375 |
Single |
Epoxy Binder |
Flint |
MT |
Silver Bow |
I-15 |
chip seal |
13 |
6 |
6 |
25 |
9-Sep |
1600 |
Single |
Epoxy Binder |
Flint |
MI |
Oakland |
I-75 |
pcc |
14 |
4 |
7 |
25 |
10-Sep |
865 |
Single |
Epoxy Binder |
Bauxite |
MI |
Oakland |
I-75 |
asphalt |
12 |
n/a |
8 |
35 |
10-Sep |
275 |
Single |
Epoxy Binder |
Bauxite |
MI |
Genesee |
I-69 |
pcc |
14.5 |
3 |
6 |
25 |
10-Sep |
1124 |
Single |
Epoxy Binder |
Flint |
MI |
Kent |
I-96 |
pcc |
14.5 |
6 |
8 |
25 |
10-Sep |
730 |
Single |
Epoxy Binder |
Flint |
MI |
Wayne |
M39 |
asphalt |
13 |
2 |
2 |
15 |
?/2007 |
120 |
Single |
Epoxy Binder |
Bauxite |
MI |
Macomb |
I-94 |
asphalt |
11 |
15 |
12 |
45 |
?/2007 |
150 |
Single |
Epoxy Binder |
Bauxite |
MI |
Delta |
M35 |
asphalt |
12 |
n/a |
12 |
40 |
9-Sep |
500 |
Single |
Epoxy Binder |
Bauxite |
KY |
Jefferson |
KY-1142 |
asphalt |
10 |
n/a |
2 |
35 |
10-Oct |
343 |
Single |
Epoxy Binder |
Bauxite |
KY |
Jefferson |
KY-22 |
asphalt |
10 |
n/a |
3 |
35 |
9-Jul |
422 |
Single |
Epoxy Binder |
Bauxite |
KY |
Jefferson |
KY-22 |
asphalt |
11 |
n/a |
3 |
35 |
10-Oct |
412 |
Single |
Epoxy Binder |
Bauxite |
KY |
Oldham |
KY-22 |
asphalt |
10 |
n/a |
3 |
45 |
9-Aug |
449 |
Single |
Epoxy Binder |
Bauxite |
KY |
Fayette |
KY-922 |
asphalt |
9 |
n/a |
4 |
55 |
10-Nov |
322 |
Single |
Epoxy Binder |
Bauxite |
KY |
Garrard |
KY-1295 |
asphalt |
9 |
n/a |
2 |
55 |
10-Nov |
634 |
Single |
Epoxy Binder |
Bauxite |
KY |
Garrard |
KY-1295 |
asphalt |
9 |
n/a |
2 |
55 |
10-Nov |
681 |
Single |
Epoxy Binder |
Bauxite |
KY |
Garrard |
KY-1295 |
asphalt |
9 |
n/a |
2 |
55 |
10-Nov |
919 |
Single |
Epoxy Binder |
Bauxite |
KY |
Garrard |
KY-1295 |
asphalt |
9 |
n/a |
2 |
55 |
10-Nov |
1584 |
Single |
Epoxy Binder |
Bauxite |
KY |
Jessamine |
KY-29 |
asphalt |
10 |
n/a |
4 |
55 |
10-Nov |
412 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
KY-21 |
asphalt |
10 |
n/a |
2 |
55 |
10-Nov |
317 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
KY-21 |
asphalt |
10 |
n/a |
2 |
55 |
10-Nov |
269 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
KY-21 |
asphalt |
10 |
n/a |
2 |
45 |
11-Apr |
407 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
KY-21 |
asphalt |
10 |
n/a |
2 |
55 |
11-Apr |
634 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
KY-21 |
asphalt |
10 |
n/a |
2 |
55 |
11-Apr |
533 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
KY-21 |
asphalt |
10 |
n/a |
2 |
55 |
11-Apr |
607 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
KY-21 |
asphalt |
10 |
n/a |
2 |
55 |
11-Apr |
876 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
US-421 |
asphalt |
10 |
n/a |
3 |
55 |
11-Apr |
417 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
US-421 |
asphalt |
10 |
n/a |
3 |
55 |
11-Apr |
834 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
US-421 |
asphalt |
10 |
n/a |
3 |
55 |
11-Apr |
829 |
Single |
Epoxy Binder |
Bauxite |
KY |
Madison |
US-421 |
asphalt |
10 |
n/a |
3 |
55 |
11-Apr |
417 |
Single |
Epoxy Binder |
Bauxite |
KY |
Scott |
US-25 |
asphalt |
10 |
n/a |
3 |
55 |
10-Nov |
391 |
Single |
Epoxy Binder |
Bauxite |
KY |
Scott |
US-25 |
asphalt |
10 |
n/a |
3 |
55 |
10-Nov |
312 |
Single |
Epoxy Binder |
Bauxite |
KY |
Bracken |
KY-1159 |
asphalt |
10 |
n/a |
2 |
55 |
11-Apr |
1056 |
Single |
Epoxy Binder |
Bauxite |
KY |
Bracken |
KY-1159 |
asphalt |
10 |
n/a |
2 |
55 |
11-Apr |
597 |
Single |
Epoxy Binder |
Bauxite |
KY |
Greenup |
KY-1458 |
asphalt |
11 |
n/a |
2 |
35 |
11-Apr |
312 |
Single |
Epoxy Binder |
Bauxite |
KY |
Hardin |
KY-9001 |
asphalt |
14 |
6 |
6 |
20 |
10-Nov |
990 |
Single |
Epoxy Binder |
Bauxite |
KY |
Fayette |
I-75 |
asphalt |
15 |
4 |
6 |
25 |
10-Nov |
790 |
Single |
Epoxy Binder |
Bauxite |
KY |
Mercer |
US-68 |
asphalt |
10 |
n/a |
2 |
55 |
11-Nov |
1056 |
Single |
Epoxy Binder |
Bauxite |
KY |
Pike |
US-460 |
asphalt |
10 |
n/a |
2 |
55 |
11-Nov |
211 |
Single |
Epoxy Binder |
Bauxite |
SC |
Charleston |
I-526 @ US 17 |
asphalt |
18 |
4 |
1 |
35 |
10-Nov |
450 |
Single |
Epoxy Binder |
Bauxite |
SC |
Charleston |
I-526 @ US 17 |
asphalt |
17 |
4 |
2 |
35 |
10-Nov |
345 |
Single |
Epoxy Binder |
Bauxite |
SC |
Cherokee |
I-85 @ US 29 |
asphalt |
16 |
3 |
10 |
20 |
11-Jun |
250 |
Single |
Epoxy Binder |
Bauxite |
SC |
Greenville |
US 25 |
asphalt |
11 |
3 |
10 |
45 |
8-Oct |
5438 |
Single |
Epoxy Binder |
Bauxite |
SC |
Horry |
SC 31 @ SC 9 |
asphalt |
11 |
6 |
10 |
40 |
10-Apr |
515 |
Single |
Epoxy Binder |
Bauxite |
SC |
Horry |
SC 31 @ SC 9 |
asphalt |
16 |
3 |
3 |
30 |
10-Apr |
925 |
Single |
Epoxy Binder |
Bauxite |
SC |
Horry |
SC 31 @ SC 544 |
asphalt |
17 |
5 |
5 |
25 |
10-Apr |
620 |
Single |
Epoxy Binder |
Bauxite |
SC |
Horry |
SC 31 @ US 501 |
asphalt |
16 |
8 |
6 |
30 |
10-Apr |
670 |
Single |
Epoxy Binder |
Bauxite |
SC |
Horry |
SC 31 @ US 501 |
asphalt |
14 |
6 |
6 |
25 |
10-Apr |
560 |
Single |
Epoxy Binder |
Bauxite |
SC |
Richland |
I-126 @ US 21 |
asphalt |
12 |
0 |
0 |
35 |
11-Jun |
650 |
Single |
Epoxy Binder |
Bauxite |
SC |
Richland |
I-126 @ US 21 |
asphalt |
14 |
0 |
0 |
35 |
11-Jun |
715 |
Single |
Epoxy Binder |
Bauxite |
TN |
Houston |
SR49 |
asphalt |
12 |
n/a |
10 |
55 |
10-May |
1100 |
Single |
Epoxy Binder |
Bauxite |
TN |
Carter |
SR37 |
asphalt |
11 |
n/a |
6 |
55 |
9-Apr |
800 |
Single |
Epoxy Binder |
Bauxite |
TN |
Rhea |
SR30 |
asphalt |
12 |
n/a |
4 |
55 |
9-Apr |
1600 |
Single |
Epoxy Binder |
Bauxite |
TN |
Cumberland |
SR68 |
asphalt |
11 |
1 |
1 |
55 |
9-Apr |
1200 |
Single |
Epoxy Binder |
Bauxite |
WI |
Milwaukee |
I-94 |
asphalt |
12 |
4 |
14 |
40 |
11-Sep |
1130 |
Single |
Epoxy Binder |
Bauxite |
CA |
Humboldt |
US 101 |
asphalt |
11 |
4 |
6 |
35 |
12-Oct |
800 |
Single |
Epoxy Binder |
Bauxite |
CA |
Nevada |
CA 20 |
asphalt |
11.5 |
6 |
6 |
30 |
11-Jul |
700 |
Single |
Epoxy Binder |
Bauxite |
CA |
Sacramento |
US 50 |
asphalt |
14 |
2 |
6 |
25 |
11-Jul |
645 |
Single |
Epoxy Binder |
Bauxite |
CA |
Sacramento |
US 50 |
asphalt |
12 |
3 |
1 |
25 |
11-Jul |
400 |
Single |
Epoxy Binder |
Bauxite |
CA |
Sacramento |
US 50 |
asphalt |
13 |
4 |
6 |
35 |
11-Jul |
330 |
Single |
Epoxy Binder |
Bauxite |
CA |
Sacramento |
US 50 |
asphalt |
13 |
6 |
8 |
35 |
11-Jul |
415 |
Single |
Epoxy Binder |
Bauxite |
CA |
Santa Cruz |
CA17 |
asphalt |
12 |
5 |
11 |
40 |
12-Jul |
930 |
Double |
Polyester Resin |
Bauxite |
TX |
Williamson |
I-35 |
asphalt |
17.5 |
5 |
7 |
n/a |
10-Jun |
240 |
Single |
Epoxy Binder |
Bauxite |
TX |
Williamson |
US 183 |
asphalt |
11 |
n/a |
4 |
20 |
10-Jun |
355 |
Single |
Epoxy Binder |
Bauxite |
IA |
Polk |
I-80 |
asphalt |
14 |
4 |
6 |
40 |
12-Jun |
890 |
Single |
Epoxy Binder |
Bauxite |
IA |
Polk |
I-80 |
asphalt |
14 |
6 |
4 |
45 |
12-Jun |
1270 |
Single |
Epoxy Binder |
Bauxite |
IA |
Polk |
I-80 |
asphalt |
14 |
6 |
4 |
45 |
12-Jun |
1000 |
Single |
Epoxy Binder |
Bauxite |
IA |
Linn |
I-380 |
pcc |
12 |
5 |
9 |
55 |
12-May |
2240 |
Single |
Epoxy Binder |
Bauxite |
LA |
Orleans |
I-610 |
pcc |
12 |
10 |
12 |
60 |
10-Mar |
1265 |
Single |
Epoxy Binder |
Bauxite |
Sites listed in California, Texas, and Iowa were not included in the analysis.
Avg = Average
HFST = High friction surface treatment
Agg = aggregate