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HMIP Plans
2020 HMIP Changes - Division 11
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New Plan Yr
Original Plan Year
Change Type
County
RTE
Begin Description
End Description
Length
Budget Group
Treatment
Justification
FY 2020
Addition to plan
Alleghany
SR 1345
Bridge # 265 over the New River
SR 1342
0.26
Resurfacing
1.5" S9.5B
Proximity of Other Planned Work
FY 2020
FY 2023
Advancement from future year
Alleghany
SR 1492
SR 1444
Cul-De-Sac
0.6
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2024
FY 2020
Defer to future year
Alleghany
SR 1128
END PVMT
NC 18
0.302
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2026
FY 2020
Defer to future year
Alleghany
SR 1173
NC 18
SR 1172
1.5
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2026
FY 2020
Defer to future year
Alleghany
SR 1182
SR 1136
DEAD END
0.28
Resurfacing
.75" S4.75A
Relative Pavement Condition
FY 2023
FY 2020
Defer to future year
Alleghany
SR 1208
SR 1131
SR 1207
0.14
Preservation
Seal - Double and Fog Seal
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Alleghany
SR 1301
SR 1300
US 221
0.96
Preservation
Seal - Double and Fog Seal
Relative Pavement Condition
FY 2026
FY 2020
Defer to future year
Alleghany
SR 1316
NC 113
NC 93
0.579
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2026
FY 2020
Defer to future year
Alleghany
SR 1327
US 221
NC 113
3.79
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2026
FY 2020
Defer to future year
Alleghany
SR 1334
SR 1332
NC 93
2.42
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2026
FY 2020
Defer to future year
Alleghany
SR 1342
VA LINE
SR 1345
1.32
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2026
FY 2020
Defer to future year
Alleghany
SR 1418
SR 1403
SR 1417
2.13
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Alleghany
SR 1471
SR 1463
SR 1470
1.22
Preservation
Seal - Double and Fog Seal
Relative Pavement Condition
FY 2020
Addition to plan
Ashe
SR 1121
SR 1100
SR 1122
1.16
Resurfacing
1.5" S9.5B
Proximity of Other Planned Work
FY 2022
FY 2020
Defer to future year
Ashe
NC 163
US 221
SR 1147
3.56
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1109
SR 1106
SR 1110
1.9
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1110
SR 1112
SR 1109
0.88
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1112
SR 1110
SR 1113
0.17
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1113
NC 194
SR 1112
1.35
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1125
SR 1194
SR 1133
1.2
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1178
US 221
EOM
1.31
Preservation
.75" S4.75A
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1182
SR 1181
NC 163
0.645
Preservation
.75" S4.75A
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1199
NC 163
END PVMT
0.11
Preservation
.75" S4.75A
Relative Pavement Condition
FY 2022
FY 2020
Defer to future year
Ashe
SR 1261
NC 88
END MAINT
0.792
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1302
TN LINE
SR 1386
1.96
Preservation
Seal - Triple
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1302
SR 1386
END PVMT
2.57
Preservation
Seal - Triple
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1317
NC 88
SR 1319
3.12
Preservation
Seal - Triple
Relative Pavement Condition
FY 2023
FY 2020
Defer to future year
Ashe
SR 1340
NC 88
MP 2.0
2
Resurfacing
1.5" S9.5B
Relative Pavement Condition
FY 2021
FY 2020
Defer to future year
Ashe
SR 1527
NC 194
EOM
1.26
Preservation
Seal - Triple
Relative Pavement Condition
FY 2022
FY 2020
Defer to future year
Ashe
SR 1552
SR 1559
SR 1567
2.24
Resurfacing
1.5" S9.5B
Relative Pavement Condition
1 - 30
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