3
CSAH 3 230th St CR-115 CR-126 230th Ave CR-114 330th Ave CR-1 CSAH 26 290th St 250th St 270th St CSAH 15 CR-119 CR-149 CR-117 CR-130 320th Ave CR-111 CR-121 250th Ave 210th St T-7 CSA CSAH 14 CSAH 37 T-81 S Main St 370th Ave 285th St T-150 375th A 265th St T-144 T-372 T-169 5th Ave SW T-72 Old Hwy 11 N Main St 6th St T-172 T-874 T-348 Main St S Oakview Dr 18th Av E Stokes Ave Oak Ave W Reid Ave 3rd Ave N 250th St CSAH 2 7 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 St 250th St 260th St 370th Ave 300th St 2nd Ave SW 270th Ave 380th Ave e CR-149 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-111 G c W X ? ° A @ Greenbush ? Ä A @ Badger Roseau G c W X ? ° A @ G a W X G a W X G { W X G b W X G b W X G { W X ? ä A @ ? ò A @ ? ò A @ 2032 2032 RQI: 2.3 Segment 1 2025 RQI: 3.4 RQI: 3.5 Segment 3 Segment 2 1 inch = 6,500 feet Figure 8 Predicted 2025 Pavement Condition Greenbush & Badger ² 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

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 e t 4 2 9 W 2 1 t t 2 T-874 8 S r W e e e E CSAH 2 W 240th St e t 240th Ave e 290th

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Page 1: 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 e t 4 2 9 W 2 1 t t 2 T-874 8 S r W e e e E CSAH 2 W 240th St e t 240th Ave e 290th

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

?°A@

Greenbush

?ÄA@

Badger

Roseau

GcWX

?°A@

GaWX

GaWX

G{WX

GbWX

GbWX

G{WX

?äA@?òA@

?òA@

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

Page 2: 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 e t 4 2 9 W 2 1 t t 2 T-874 8 S r W e e e E CSAH 2 W 240th St e t 240th Ave e 290th

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@

?òA@

?òA@

?òA@

?°A@

?°A@

?æA@

G}WX

G}WX

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

Page 3: 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 e t 4 2 9 W 2 1 t t 2 T-874 8 S r W e e e E CSAH 2 W 240th St e t 240th Ave e 290th

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

?çA@

?°A@

GdWX

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