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2020 HMIP Changes - Statewide
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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
Alamance
Harvey Chandler Rd.
SR 1754
NC 62
0.1
Preservation
Seal - Double and Fog Seal
Relative Pavement Condition
FY 2023
FY 2020
Defer to future year
Alamance
High Rock Rd.
SR 1913
OCL
0.21
Preservation
Seal - Split
Proximity of Other Planned Work
FY 2023
FY 2020
Defer to future year
Alamance
Mt. Zion Church Rd.
NC 49
OCL
0.3
Preservation
Seal - Split
Proximity of Other Planned Work
FY 2021
FY 2020
Defer to future year
Alamance
Salem Church Rd.
SR 2150
SR 2147
0.9
Preservation
Seal - Split
Proximity of Other Planned Work
FY 2021
FY 2020
Defer to future year
Alamance
Mary's Grove Church Rd.
SR 2142
OCL
0.9
Preservation
Seal - Split
Proximity of Other Planned Work
FY 2021
FY 2020
Defer to future year
Alamance
Thom Rd.
CUL-DE-SAC
OCL
3.03
Preservation
Seal - Split
Proximity of Other Planned Work
FY 2020
FY 2020
Removal from plan
Alamance
Pond Rd.
SR 1149
END MAINT
1.7
Resurfacing
#78 Mat Seal and 1.25" S9.5A
Treated by Another Project
FY 2020
FY 2020
Removal from plan
Alamance
Altamahaw Church St.
SR 1571
CUL-DE-SAC
1.31
Resurfacing
#78 Mat Seal and 1.25" S9.5A
Treated by Another Project
FY 2020
FY 2020
Removal from plan
Alamance
Old Hillsborough Rd.
SR 1007
OCL
0.36
Preservation
Seal - Split
Treated by Another Project
FY 2020
FY 2020
Removal from plan
Alamance
Cedar Cliff Rd.
SR 2116
NC 87
1.67
Resurfacing
#78 Mat Seal and 1.25" S9.5A
Treated by Another Project
FY 2020
Addition to plan
Alexander
SR 1278
SR1277
SR 1277
0.037
Resurfacing
1.0" S9.5B
Increase in Funding
FY 2020
FY 2021
Advancement from future year
Alexander
NC 16
NC 90
NC 90
3.01
Resurfacing
Mill 1.5" and 1.5" S9.5C
Increase in Funding
FY 2019
FY 2020
Advancement to past year
Alexander
SR 1327
SR 1313
SR 1326
1.304
Preservation
Seal - Double
Increase in Funding
FY 2019
FY 2020
Advancement to past year
Alexander
SR 1328
SR 1313
SR 1331
2.425
Preservation
Seal - Double
Increase in Funding
FY 2021
FY 2020
Defer to future year
Alexander
SR 1276
SR 1255
Dead End
0.23
Resurfacing
1.0" S9.5A
Decrease in Funding
FY 2021
FY 2020
Defer to future year
Alexander
SR 1334
SR 1331
SR 1335
2.878
Preservation
Seal - Double
Decrease in Funding
FY 2021
FY 2020
Defer to future year
Alexander
SR 1335
PVMT CHANGE
WILKES CO
0.727
Preservation
Seal - Double
Decrease in Funding
FY 2021
FY 2020
Defer to future year
Alexander
SR 1429
SR 1423
SR 1412
2.013
Preservation
Seal - Double
Decrease in Funding
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
1 - 30
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