1 9 ?òa@ t-874 w e 5 290th st · 3 t 5 6 e 4 9 6 t t t 5 9 cr-149 7 0 1 e 1 e t 1 1 4 7 1 t e t 0...
TRANSCRIPT
CSAH
3
230th St
CR-11
5
CR-126
230th
Ave
CR-114
330th
Ave
CR-13
9
CSAH 26 290th St
250th St
270th St
CSAH
15
CR-11
9
CR-14
9
CR-11
7
CR-130
320th
Ave
CR-11
1
CR-12
1
250th
Ave
210th St
T-71
CSAH
11
CSAH 14
CSAH
37
T-81
S Main
St
370th
Ave
285th St
T-150
375th
Ave
265th St
T-144
T-372
T-169
5th Av
e SW
T-72
Old Hwy 11
N Main
St
6th S
t
T-172
T-874
T-348
Main
St S
Oakv
iew D
r
18th
Ave N
W
E Stokes Ave
Oak Ave
W Reid Ave
3rd
Ave N
E
250th St
CSAH 2
7th Av
e NW
240th St
310th
Ave
270th St
370th
Ave
300th St
330th
Ave
240th
Ave
240th
Ave
290th St
220th St
310th
Ave
300th St
290th
Ave
220th St
250th St250th St
260th St
370th
Ave
300th St
2nd A
ve S
W
270th
Ave
380th
Ave
260th
Ave
CR-14
9
CSAH
15
210th St
300th
Ave
270th St
340th
Ave
390th
Ave
190th St
310th
Ave
210th
Ave
260th
Ave
290th
Ave
340th
Ave
320th
Ave
270th St
250th St
210th St
360th
Ave
270th St
CR-11
1
GcWX
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Greenbush
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Badger
Roseau
GcWX
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GaWX
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2032
2032
RQI: 2.3
Segment 12025
RQI: 3.4
RQI: 3.5
Segment 3
Segment 2
1 inch = 6,500 feet Figure 8Predicted 2025 Pavement Condition
Greenbush & Badger²
Document Path: K:\03063-000\GIS\Maps\AssetManagementMemo\Figure8_2025Pavement.mxd
Segment Breaks
RQI
3.1 - 5 = Good
2.1 - 3 = Fair
0 - 2 = Poor
#: Approximate next recommended maintenance# - Approximate next recommended maintenance
CSAH
13
CSAH 12
CR-114
330th
Ave
MNTH
310
290th St41
0th Av
e
510th
Ave
270th St
420th
Ave
CR-124
350th St
500th
Ave
380th
Ave
CSAH
31
340th St36
0th Av
e
520th
Ave
Mattson Island Rd
CR-12
3
460th
Ave
T-81
490th
Ave
T-505
T-254
T-106
430th
Ave
295th St
UT-52
4
T-96
T-116
285th St
T-526
375th
Ave
277th St
T-144
Main
Ave N
5th Av
e SW
345th St
11th
Ave
Sw
420th
Ave
5th Av
e NW
UT-532
T-874
UT-504
UT-53
6
7th Av
e NE
18th
Ave N
W
14th
Ave N
E
19th
Ave N
E
3rd
Ave N
E
330th
Ave
300th St
400th
Ave
340th
Ave
7th Av
e NW
CR-124
340th St
480th
Ave
300th St
370th
Ave
340th St36
0th Av
e
290th St
310th St
280th St
290th St
280th St
330th St
330th St
500th
Ave
360th St
350th St
370th
Ave
360th St
2nd A
ve S
W
510th
Ave
270th St
360th St
310th St
370th St
CSAH
15
450th
Ave
520th
Ave
360th St
400th
Ave
470th
Ave
350th
Ave
300th St
330th St
440th
Ave
280th St
440th
Ave
310th St
285th St
510th
Ave
470th
Ave
320th St
400th
Ave
420th
Ave
440th
Ave
430th
Ave
480th
Ave
460th
Ave
500th
Ave
510th
Ave
Roseau?äA@
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GlWX
GlWX
20322036 2042
2044
# - Approximate next recommended maintenance
RQI on segment 4is expected to be above 3.5 based on2016 mill and overlay
RQI on segment 5is expected to be above 3.5 based on2024 mill and overlay
RQI: 2.1
RQI: 3.4 RQI: 2.0 RQI: 1.5
Segment 6
Segment 3 Segment 4 Segment 5
1 inch = 6,500 feet Figure 9Predicted 2025 Pavement Condition
Roseau²
Document Path: K:\03063-000\GIS\Maps\AssetManagementMemo\Figure9_2025Pavement.mxd
Segment Breaks
RQI
3.1 - 5 = Good
2.1 - 3 = Fair
0 - 2 = Poor
#: Approximate next recommended maintenance# - Approximate next recommended maintenance
T-26
CSAH 12
CSAH
5
CSAH 2
380th St
320th St
600th
Ave
UT-40
1
510th
Ave
280th St
630th
Ave
690th
Ave
UT-46
310th St
550th
Ave
520th
Ave
CR-13
5
580th
Ave
UT-37
540th
Ave
650th
Ave
645th
Ave
CSAH
43
UT-46
5
570th
Ave
665th
Ave
560th
Ave
675th Ave
T-275
T-283
Tang
nes T
r
560th
Ave A
ve
T-250
670th
Ave
680th
Ave
655th
Ave
18th
Ave
620th
Ave
5885
th Av
e
Lake St NE
T-538
T-408
T-527
Kirkwood Ave
T-657
UT-54
0
Main St
570th
Ave
UT-28
660th
Ave
T-530
T-356
UT-54
2
T-643
T-537
UT-532
685th
Ave
Birch Dr N
Gladys St NE
697th
Ave
Garfield St SEWashington St SE
Grant St SE
Main Ave
Lake St NW
695th Ave
Emily
Ave
NW
Pine Ct
550th
Ave
340th St340th St
530th
Ave
Rock
y Poin
t Rd N
W
675th
Ave
310th St
650th
Ave
560th
Ave
290th St
300th St
CSAH 13
300th St
645th
Ave
340th St
610th
Ave
280th St
CSAH
2
580th
Ave
540th
Ave
510th
Ave
550th
Ave
290th St
280th St
300th St
320th St
520th
Ave
290th St
610th
Ave
CSAH 12
310th St
570th
Ave
510th
Ave
350th St
510th
Ave
530th
Ave
350th Street
?°A@
Warroad
Roosevelt
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GdWX
G§WX
GkWX
GkWX
GkWX
GaWX
GaWX
G¦WX
GqWX
GqWX
2042
2044
20442030
2030
2030
RQI on segments 8-10is expected to be above3.0 based on 2015 mill and overlay
RQI on segment 11is expected to be above 3.5 on 2024mill and overlay
RQI: 2.1
RQI: 2.5
RQI: 2.6 RQI: 0.1
RQI: 1.7
RQI: 1.5 Segment 6
Segment 11
Segment 7 Segment 8
Segment 9
Segment 10
1 inch = 6,500 feet Figure 10Predicted 2025 Pavement Condition
Warroad²
Document Path: K:\03063-000\GIS\Maps\AssetManagementMemo\Figure10_2025Pavement.mxd
Segment Breaks
RQI
3.1 - 5 = Good
2.1 - 3 = Fair
0 - 2 = Poor
#: Approximate next recommended maintenance# - Approximate next recommended maintenance