ODOT On System Bridges NBI

Oklahoma Department of Transportation (ArcGIS / NBI)

Total records
9,863
Matched to bridges
13
Unmatched
9,850
Imported
May 5, 2026

National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.

Match
32864 6608F1040 X 32864 S.H. 20 S.H. 66 & BNSF R.R. New Structure Unit 1901 36.282617 -95.639067 522 4 0 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M _ _ _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 12 - Principal Arterial Other Fwy/Expy (Urban) B 11580 2022 _ Unmatched
Raw data
OBJECTID

32222

BRKEY

32864

NBI No.

32864

On Under

1

Structure No.

6608F1040 X

Control No.

008

Lane Ind.

Milepoint

10400

Facility Carried

S.H. 20

Feature Intersected

S.H. 66 & BNSF R.R.

Division

08

County

131

Location

.7 E FROM S4130 RD

Sufficiency

Kind Hwy

3

Level Service

1

Route No.

00020

Service Type On

1

Service Type Off

4

Vertical Clearance

Horizontal Clearance

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

12 - Principal Arterial Other Fwy/Expy (Urban)

Year Built

1901

ADT Total

11580

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

4

Road Width

Ref. Underclearance Rt.

_

Underclearance Right

Underclearance Left

Deck Structure Type

_

No. Lanes

Fill RCB

Appr. Roadway Width

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

522

Deck Width

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

HS Inv. Rating Method

_

HS Inv. Method

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

19000

Future ADT Year

2042

Bypass Detour

0.1

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

32864

ODOT County

66

Nav. Control

_

Nav. HC

Lft. Br. Nav. Cl.

Nav. VC

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

Rt. Curb SW

Description

New Structure Unit

Route Flag

P

Status Flag

F

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

36:16:57.42

Longitude

-95:38:20.64

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 20

Scour

_

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

_

Local Bridge ID

NBI Text

32864

Vault Link

http://plansrv1/bridgemaintvault/b32864

GIS FO/SD

Meets Standards

H Inv. Method

Latitude DD

36.282617

Longitude DD

-95.639067

ODOT County Number

66

Maint. Dist.

8

HPMS Functional Class

2

Rural/Urban

Urban

ARC_ID_NUM

32222

x

-10646492.2383838

y

4339579.04240532

32863 6608F0950 X 32863 S.H. 20 UNNAMED TRIBUTARY New Structure Unit 1901 36.286753 -95.663561 38 3 0 1 - Concrete Culvert (19) M _ _ _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 12 - Principal Arterial Other Fwy/Expy (Urban) B 11580 2022 _ Unmatched
Raw data
OBJECTID

32221

BRKEY

32863

NBI No.

32863

On Under

1

Structure No.

6608F0950 X

Control No.

008

Lane Ind.

Milepoint

09500

Facility Carried

S.H. 20

Feature Intersected

UNNAMED TRIBUTARY

Division

08

County

131

Location

.7 S OF W COUNTRY CLUB RD

Sufficiency

Kind Hwy

3

Level Service

1

Route No.

00020

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

12 - Principal Arterial Other Fwy/Expy (Urban)

Year Built

1901

ADT Total

11580

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

Ref. Underclearance Rt.

_

Underclearance Right

Underclearance Left

Deck Structure Type

_

No. Lanes

Fill RCB

Appr. Roadway Width

Span Type Main

M

Material

1 - Concrete

Design

19

Length

38

Deck Width

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

HS Inv. Rating Method

_

HS Inv. Method

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

19000

Future ADT Year

2042

Bypass Detour

0.1

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

32863

ODOT County

66

Nav. Control

_

Nav. HC

Lft. Br. Nav. Cl.

Nav. VC

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

Rt. Curb SW

Description

New Structure Unit

Route Flag

P

Status Flag

F

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

36:17:12.31

Longitude

-95:39:48.82

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 20

Scour

_

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

_

Local Bridge ID

NBI Text

32863

Vault Link

http://plansrv1/bridgemaintvault/b32863

GIS FO/SD

Meets Standards

H Inv. Method

Latitude DD

36.286753

Longitude DD

-95.663561

ODOT County Number

66

Maint. Dist.

8

HPMS Functional Class

2

Rural/Urban

Urban

ARC_ID_NUM

32221

x

-10649218.8979913

y

4340150.21859533

32862 6608 0770 X 32862 S.H. 20 CREEK 3-10FTX10FTX169FT RCB 4FT CURTAIN WALLS 2024 36.306981 -95.682567 32 62 3 42 2 62 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 85 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) B 11580 2022 5 Unmatched
Raw data
OBJECTID

32220

BRKEY

32862

NBI No.

32862

On Under

1

Structure No.

6608 0770 X

Control No.

008

Lane Ind.

Milepoint

07700

Facility Carried

S.H. 20

Feature Intersected

CREEK

Division

08

County

131

Location

.23 E OF S4110 RD

Sufficiency

85

Kind Hwy

3

Level Service

1

Route No.

00020

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

62

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2024

ADT Total

11580

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

42

No. Main Spans

3

Road Width

62

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

Appr. Roadway Width

62

Span Type Main

M

Material

1 - Concrete

Design

19

Length

32

Deck Width

62

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

7

Culv. Rating

7

Structure Rating

7

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

7

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

74.4

HS Inv. Rating Method

3

HS Inv. Method

57.4

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

19742

Future ADT Year

2042

Bypass Detour

24.9

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

_

Advanced Warning Sign

N

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

32862

ODOT County

66

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

0

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-10FTX10FTX169FT RCB 4FT CURTAIN WALLS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

36:18:25.13

Longitude

-95:40:57.24

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 20

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

32862

Vault Link

http://plansrv1/bridgemaintvault/b32862

GIS FO/SD

Meets Standards

H Inv. Method

57.3

Latitude DD

36.306981

Longitude DD

-95.682567

ODOT County Number

66

Maint. Dist.

8

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32220

x

-10651334.6362333

y

4342944.11514061

32758 0716 0734 X 32758 S.H. 91 CREEK (2) 10X8X96 RCB 1960 33.852811 -96.481678 21 0 2 60 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 95.9 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) 2200 2022 4 Unmatched
Raw data
OBJECTID

32213

BRKEY

32758

NBI No.

32758

On Under

1

Structure No.

0716 0734 X

Control No.

016

Lane Ind.

Milepoint

07340

Facility Carried

S.H. 91

Feature Intersected

CREEK

Division

02

County

013

Location

7.23NE OF TX S/L

Sufficiency

95.9

Kind Hwy

3

Level Service

1

Route No.

00091

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

0

Bridge System

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1960

ADT Total

2200

ADT Year

2022

Design Load

HS 20

Skew

60

No. Main Spans

2

Road Width

0

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

8

Appr. Roadway Width

26

Span Type Main

M

Material

1 - Concrete

Design

19

Length

21

Deck Width

0

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

6

Culv. Rating

7

Structure Rating

7

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

6

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

269.4

HS Inv. Rating Method

1

HS Inv. Method

161.6

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

3520

Future ADT Year

2042

Bypass Detour

24.9

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

32758

ODOT County

07

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

(2) 10X8X96 RCB

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

33:51:10.12

Longitude

-96:28:54.04

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 91

Scour

5

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

4

Local Bridge ID

69A

NBI Text

32758

Vault Link

http://plansrv1/bridgemaintvault/b32758

GIS FO/SD

Meets Standards

H Inv. Method

96.8

Latitude DD

33.852811

Longitude DD

-96.481678

ODOT County Number

7

Maint. Dist.

2

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32213

x

-10740291.2658406

y

4009055.22124248

32655 2754F0733EX 32655 U.S. 81 NB U.S. 62 New Structure Unit 1901 35.060278 -97.964444 324 4 11 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M _ _ _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 02 - Principal Arterial Other (Rural) 10500 2022 _ Unmatched
Raw data
OBJECTID

32210

BRKEY

32655

NBI No.

32655

On Under

1

Structure No.

2754F0733EX

Control No.

054

Lane Ind.

E

Milepoint

07330

Facility Carried

U.S. 81 NB

Feature Intersected

U.S. 62

Division

07

County

053

Location

3.3W OF US62/I-44 JCT

Sufficiency

Kind Hwy

2

Level Service

1

Route No.

00081

Service Type On

1

Service Type Off

1

Vertical Clearance

Horizontal Clearance

Bridge System

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

02 - Principal Arterial Other (Rural)

Year Built

1901

ADT Total

10500

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

11

No. Main Spans

4

Road Width

Ref. Underclearance Rt.

_

Underclearance Right

Underclearance Left

Deck Structure Type

_

No. Lanes

Fill RCB

Appr. Roadway Width

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

324

Deck Width

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

HS Inv. Rating Method

_

HS Inv. Method

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

16800

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

32655

ODOT County

27

Nav. Control

_

Nav. HC

Lft. Br. Nav. Cl.

Nav. VC

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

Rt. Curb SW

Description

New Structure Unit

Route Flag

P

Status Flag

F

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:03:37

Longitude

-97:57:52

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S. 81 NB

Scour

_

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

_

Local Bridge ID

NBI Text

32655

Vault Link

http://plansrv1/bridgemaintvault/b32655

GIS FO/SD

Meets Standards

H Inv. Method

Latitude DD

35.060278

Longitude DD

-97.964444

ODOT County Number

27

Maint. Dist.

7

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

32210

x

-10905352.0219262

y

4172075.70364573

32654 2654F0599EX 32654 U.S. 81 ROCK HOLLOW CREEK New Structure Unit 1901 35.0575 -97.965733 600 6 0 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M _ _ _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 02 - Principal Arterial Other (Rural) 10500 2022 _ Unmatched
Raw data
OBJECTID

32209

BRKEY

32654

NBI No.

32654

On Under

1

Structure No.

2654F0599EX

Control No.

054

Lane Ind.

E

Milepoint

05990

Facility Carried

U.S. 81

Feature Intersected

ROCK HOLLOW CREEK

Division

07

County

051

Location

.2SW OF US81/US62 JCT

Sufficiency

Kind Hwy

2

Level Service

1

Route No.

00081

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

Bridge System

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

02 - Principal Arterial Other (Rural)

Year Built

1901

ADT Total

10500

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

6

Road Width

Ref. Underclearance Rt.

_

Underclearance Right

Underclearance Left

Deck Structure Type

_

No. Lanes

Fill RCB

Appr. Roadway Width

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

600

Deck Width

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

HS Inv. Rating Method

_

HS Inv. Method

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

16800

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

32654

ODOT County

26

Nav. Control

_

Nav. HC

Lft. Br. Nav. Cl.

Nav. VC

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

Rt. Curb SW

Description

New Structure Unit

Route Flag

P

Status Flag

F

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:03:27

Longitude

-97:57:56.64

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S. 81 NB

Scour

_

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

_

Local Bridge ID

NBI Text

32654

Vault Link

http://plansrv1/bridgemaintvault/b32654

GIS FO/SD

Meets Standards

H Inv. Method

Latitude DD

35.0575

Longitude DD

-97.965733

ODOT County Number

26

Maint. Dist.

7

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

32209

x

-10905495.5127498

y

4171697.91245455

32653 2654F0599EXR 32653 U.S. 81 ROCK HOLLOW CREEK New Structure Unit 1901 35.057664 -97.965347 600 6 0 1 - Concrete Stringer / Multi-beam or Girder (02) M _ _ _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 02 - Principal Arterial Other (Rural) 10500 2022 _ Unmatched
Raw data
OBJECTID

32208

BRKEY

32653

NBI No.

32653

On Under

1

Structure No.

2654F0599EXR

Control No.

054

Lane Ind.

E

Milepoint

05990

Facility Carried

U.S. 81

Feature Intersected

ROCK HOLLOW CREEK

Division

07

County

051

Location

.2SW OF US81/US62 JCT

Sufficiency

Kind Hwy

2

Level Service

7

Route No.

00081

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

Bridge System

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

02 - Principal Arterial Other (Rural)

Year Built

1901

ADT Total

10500

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

6

Road Width

Ref. Underclearance Rt.

_

Underclearance Right

Underclearance Left

Deck Structure Type

_

No. Lanes

Fill RCB

Appr. Roadway Width

Span Type Main

M

Material

1 - Concrete

Design

02

Length

600

Deck Width

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

HS Inv. Rating Method

_

HS Inv. Method

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

16800

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

32653

ODOT County

26

Nav. Control

_

Nav. HC

Lft. Br. Nav. Cl.

Nav. VC

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

Rt. Curb SW

Description

New Structure Unit

Route Flag

P

Status Flag

F

On Off System

1

Frontage Ind.

R

Alt. Structure Name

H Index

Latitude

35:03:27.59

Longitude

-97:57:55.25

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S. 81 RAMP

Scour

_

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

7 - Ramp, Wye, Connector, etc.

Historical Significance

_

Local Bridge ID

NBI Text

32653

Vault Link

http://plansrv1/bridgemaintvault/b32653

GIS FO/SD

Meets Standards

H Inv. Method

Latitude DD

35.057664

Longitude DD

-97.965347

ODOT County Number

26

Maint. Dist.

7

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

32208

x

-10905452.5434263

y

4171720.21510522

32652 2654F0599WXR 32652 U.S. 81 ROCK HOLLOW CREEK New Structure Unit 1901 35.057817 -97.966439 600 6 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M _ _ _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 02 - Principal Arterial Other (Rural) 10500 2022 _ Unmatched
Raw data
OBJECTID

32207

BRKEY

32652

NBI No.

32652

On Under

1

Structure No.

2654F0599WXR

Control No.

054

Lane Ind.

W

Milepoint

05990

Facility Carried

U.S. 81

Feature Intersected

ROCK HOLLOW CREEK

Division

07

County

051

Location

.2SW OF US81/US62 JCT

Sufficiency

Kind Hwy

2

Level Service

7

Route No.

00081

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

Bridge System

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

02 - Principal Arterial Other (Rural)

Year Built

1901

ADT Total

10500

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

No. Main Spans

6

Road Width

Ref. Underclearance Rt.

_

Underclearance Right

Underclearance Left

Deck Structure Type

_

No. Lanes

Fill RCB

Appr. Roadway Width

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

600

Deck Width

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

HS Inv. Rating Method

_

HS Inv. Method

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

16800

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

32652

ODOT County

26

Nav. Control

_

Nav. HC

Lft. Br. Nav. Cl.

Nav. VC

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

Rt. Curb SW

Description

New Structure Unit

Route Flag

P

Status Flag

F

On Off System

1

Frontage Ind.

R

Alt. Structure Name

H Index

Latitude

35:03:28.14

Longitude

-97:57:59.18

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S 81 RAMP

Scour

_

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

7 - Ramp, Wye, Connector, etc.

Historical Significance

_

Local Bridge ID

NBI Text

32652

Vault Link

http://plansrv1/bridgemaintvault/b32652

GIS FO/SD

Meets Standards

H Inv. Method

Latitude DD

35.057817

Longitude DD

-97.966439

ODOT County Number

26

Maint. Dist.

7

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

32207

x

-10905574.1043103

y

4171741.02188679

31594 3625 2304 X 31594 BENDER RD I-35 UNDER -1 (2) 125ft. STEEL I-BEAM SPANS ON 9.137 SKEW LF W/ 28ft. CLR RDWY & TR-4 RAILS 2017 36.926944 -97.349444 250.187 30.167 2 9 2 27.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 99 Very good (8) Good (7) Excellent (9) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) A 250 2022 5 Unmatched
Raw data
OBJECTID

32194

BRKEY

31594

NBI No.

31594

On Under

1

Structure No.

3625 2304 X

Control No.

Lane Ind.

Milepoint

Facility Carried

BENDER RD

Feature Intersected

I-35 UNDER

Division

04

County

071

Location

8.1 N JCT S.H. 11

Sufficiency

99

Kind Hwy

4

Level Service

1

Route No.

3614C

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

27.999

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2017

ADT Total

250

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

9

No. Main Spans

2

Road Width

27.999

Ref. Underclearance Rt.

H

Underclearance Right

25

Underclearance Left

10

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

27.999

Span Type Main

M

Material

3 - Steel

Design

02

Length

250.187

Deck Width

30.167

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

7

Super Rating

9

Sub Rating

8

Chan. Rating

N

Culv. Rating

N

Structure Rating

8

Deck Geometry

6

Underclearance

5

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

56

HS Inv. Rating Method

3

HS Inv. Method

44

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

350

Future ADT Year

2042

Bypass Detour

2

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

31594

ODOT County

36

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

(2) 125ft. STEEL I-BEAM SPANS ON 9.137 SKEW LF W/ 28ft. CLR RDWY & TR-4 RAILS

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

-1

H Index

100

Latitude

36:55:37

Longitude

-97:20:58

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

_

Roadway Name

BENDER ROAD

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31594

Vault Link

http://plansrv1/bridgemaintvault/b31594

GIS FO/SD

Meets Standards

H Inv. Method

43

Latitude DD

36.926944

Longitude DD

-97.349444

ODOT County Number

36

Maint. Dist.

4

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32194

x

-10836890.5350883

y

4428928.60921223

31501 5233 2611 X 31501 S.H. 15 I-35 UNDER -1 CONVENTIONAL, 45ft.-91ft.-91ft.-45ft. STEEL PLATE GIRDER SPANS, 40ft. CL. RDWY, SKEW 13 DEGREE SKEW 2017 36.53559167 -97.34406111 272.001 42.169 4 13 2 42.001 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Good (7) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) A 800 2022 5 Unmatched
Raw data
OBJECTID

32191

BRKEY

31501

NBI No.

31501

On Under

1

Structure No.

5233 2611 X

Control No.

Lane Ind.

Milepoint

Facility Carried

S.H. 15

Feature Intersected

I-35 UNDER

Division

04

County

103

Location

5.4 E OF BILLINGS

Sufficiency

100

Kind Hwy

3

Level Service

1

Route No.

00015

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

40

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2017

ADT Total

800

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

13

No. Main Spans

4

Road Width

42.001

Ref. Underclearance Rt.

H

Underclearance Right

18.999

Underclearance Left

10

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

3 - Steel

Design

02

Length

272.001

Deck Width

42.169

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

7

Super Rating

8

Sub Rating

8

Chan. Rating

N

Culv. Rating

N

Structure Rating

8

Deck Geometry

9

Underclearance

6

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

62

HS Inv. Rating Method

3

HS Inv. Method

48

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

1280

Future ADT Year

2042

Bypass Detour

0.1

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

31501

ODOT County

52

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

CONVENTIONAL, 45ft.-91ft.-91ft.-45ft. STEEL PLATE GIRDER SPANS, 40ft. CL. RDWY, SKEW 13 DEGREE SKEW

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

-1

H Index

100

Latitude

36:32:08.13

Longitude

-97:20:38.62

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

2

Roadway Name

S.H. 15

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31501

Vault Link

http://plansrv1/bridgemaintvault/b31501

GIS FO/SD

Meets Standards

H Inv. Method

47

Latitude DD

36.53559167

Longitude DD

-97.34406111

ODOT County Number

52

Maint. Dist.

4

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32191

x

-10836291.3145145

y

4374570.44022049

31500 5032 0839 X 31500 ROCK CRUSHER ROAD I-35 UNDER 65ft.-135ft.-135ft. PCB, 32ft. CLR, W/F-PARAPET 2018 34.487778 -97.161667 335 35 3 0 2 32 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Good (7) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) A 636 2022 5 Unmatched
Raw data
OBJECTID

32190

BRKEY

31500

NBI No.

31500

On Under

1

Structure No.

5032 0839 X

Control No.

Lane Ind.

Milepoint

Facility Carried

ROCK CRUSHER ROAD

Feature Intersected

I-35 UNDER

Division

07

County

099

Location

8.3 N CARTER C/L

Sufficiency

100

Kind Hwy

4

Level Service

1

Route No.

00000

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

32

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2018

ADT Total

636

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

32

Ref. Underclearance Rt.

H

Underclearance Right

32

Underclearance Left

35

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

32

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

335

Deck Width

35

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

7

Super Rating

8

Sub Rating

8

Chan. Rating

N

Culv. Rating

N

Structure Rating

8

Deck Geometry

6

Underclearance

8

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

7

HS Operating Rating Method

3

HS Operating Rating

74

HS Inv. Rating Method

3

HS Inv. Method

57

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

796

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

N

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31500

ODOT County

50

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

65ft.-135ft.-135ft. PCB, 32ft. CLR, W/F-PARAPET

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

34:29:16

Longitude

-97:09:42

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

1

Roadway Name

ROCK CRUSHER ROAD

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

120

NBI Text

31500

Vault Link

http://plansrv1/bridgemaintvault/b31500

GIS FO/SD

Meets Standards

H Inv. Method

56

Latitude DD

34.487778

Longitude DD

-97.161667

ODOT County Number

50

Maint. Dist.

7

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32190

x

-10815987.2950656

y

4094488.26521081

31789 1937T2868 X 31789 TURNER TP (I-44) S.H. 33 UNDER 2-49ft. PCB SPAN, 126ft. CLR RDWY, F-SHAPED PARAPETS, SK 15ft. RT FWD 2018 35.987 -96.194 98 126 2 15 6 123 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 79 Excellent (9) Very good (8) Excellent (9) Excellent (9) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) T 25900 2022 5 Unmatched
Raw data
OBJECTID

32185

BRKEY

31789

NBI No.

31789

On Under

1

Structure No.

1937T2868 X

Control No.

037

Lane Ind.

Milepoint

28680

Facility Carried

TURNER TP (I-44)

Feature Intersected

S.H. 33 UNDER

Division

08

County

037

Location

24.3 E PAYNE C/L

Sufficiency

79

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

61.5

Bridge System

T

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

2018

ADT Total

25900

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

15

No. Main Spans

2

Road Width

123

Ref. Underclearance Rt.

H

Underclearance Right

10

Underclearance Left

2

Deck Structure Type

1

No. Lanes

6

Fill RCB

Appr. Roadway Width

134

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

98

Deck Width

126

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

8

Super Rating

9

Sub Rating

9

Chan. Rating

N

Culv. Rating

N

Structure Rating

9

Deck Geometry

9

Underclearance

5

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

80.2

HS Inv. Rating Method

3

HS Inv. Method

61.9

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

2020

Future ADT Year

2042

Bypass Detour

8.1

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

80

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31789

ODOT County

19

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

3

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

2-49ft. PCB SPAN, 126ft. CLR RDWY, F-SHAPED PARAPETS, SK 15ft. RT FWD

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:59:14

Longitude

-96:11:39

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

TURNER TP (I-44)

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

75.60

NBI Text

31789

Vault Link

http://plansrv1/bridgemaintvault/b31789

GIS FO/SD

Meets Standards

H Inv. Method

61.9

Latitude DD

35.987

Longitude DD

-96.194

ODOT County Number

19

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

32185

x

-10708267.0973682

y

4298832.73949855

31788 5806 0256 X 31788 U.S. 60 HORSE CREEK 70ft.-100ft.-70ft. TYPE IV PC BEAM SPANS, 40ft.-0in. CLR RDWY, SK 45 DEG 2020 36.696667 -94.956667 245.5 43.17 3 45 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 99 Very good (8) Good (7) Excellent (9) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 7000 2022 5 Unmatched
Raw data
OBJECTID

32184

BRKEY

31788

NBI No.

31788

On Under

1

Structure No.

5806 0256 X

Control No.

006

Lane Ind.

Milepoint

02560

Facility Carried

U.S. 60

Feature Intersected

HORSE CREEK

Division

08

County

115

Location

2.6 N DELAWARE C/L

Sufficiency

99

Kind Hwy

2

Level Service

1

Route No.

00060

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2020

ADT Total

7000

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

45

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

245.5

Deck Width

43.17

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

7

Super Rating

9

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

5

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

69.6

HS Inv. Rating Method

3

HS Inv. Method

41.9

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

11200

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31788

ODOT County

58

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

3

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

70ft.-100ft.-70ft. TYPE IV PC BEAM SPANS, 40ft.-0in. CLR RDWY, SK 45 DEG

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

36:41:48

Longitude

-94:57:24

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

Roadway Name

U.S. 60

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31788

Vault Link

http://plansrv1/bridgemaintvault/b31788

GIS FO/SD

Meets Standards

H Inv. Method

41.8

Latitude DD

36.696667

Longitude DD

-94.956667

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32184

x

-10570527.8178664

y

4396909.99678209

31590 1112 1390 X 31590 S.H. 51 PECAN CREEK 3 CELL 16ft. X 12 ft. X90ft. RCB 2018 35.91907778 -95.04370556 52 0 3 0 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 84.9 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 02 - Principal Arterial Other (Rural) B 6000 2022 4 Unmatched
Raw data
OBJECTID

32172

BRKEY

31590

NBI No.

31590

On Under

1

Structure No.

1112 1390 X

Control No.

012

Lane Ind.

Milepoint

13900

Facility Carried

S.H. 51

Feature Intersected

PECAN CREEK

Division

01

County

021

Location

14.1 E OF WAGNER C/L

Sufficiency

84.9

Kind Hwy

3

Level Service

1

Route No.

00051

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

40

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

02 - Principal Arterial Other (Rural)

Year Built

2018

ADT Total

6000

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

0

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

1 - Concrete

Design

19

Length

52

Deck Width

0

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

5

Culv. Rating

7

Structure Rating

7

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

61.4

HS Inv. Rating Method

3

HS Inv. Method

47.4

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

9600

Future ADT Year

2042

Bypass Detour

39.1

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

N

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31590

ODOT County

11

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3 CELL 16ft. X 12 ft. X90ft. RCB

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:55:08.68

Longitude

-95:02:37.34

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

S.H. 51

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

4

Local Bridge ID

NBI Text

31590

Vault Link

http://plansrv1/bridgemaintvault/b31590

GIS FO/SD

Meets Standards

H Inv. Method

26

Latitude DD

35.91907778

Longitude DD

-95.04370556

ODOT County Number

11

Maint. Dist.

1

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

32172

x

-10580216.906045

y

4289492.30467721

31494 2802 1701 X 31494 U.S. 283 ELM FORK RED RIVER 80ft.- 4-100ft.- 80ft. P/S CONC. SPANS 2021 34.925278 -99.502222 560 42 6 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 1960 2022 5 Unmatched
Raw data
OBJECTID

32166

BRKEY

31494

NBI No.

31494

On Under

1

Structure No.

2802 1701 X

Control No.

002

Lane Ind.

Milepoint

17010

Facility Carried

U.S. 283

Feature Intersected

ELM FORK RED RIVER

Division

05

County

055

Location

3.7 N JCT S.H. 34

Sufficiency

100

Kind Hwy

2

Level Service

1

Route No.

00283

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2021

ADT Total

1960

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

6

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

560

Deck Width

42

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

2

Deck Rating

8

Super Rating

8

Sub Rating

8

Chan. Rating

7

Culv. Rating

N

Structure Rating

8

Deck Geometry

7

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

76.3

HS Inv. Rating Method

3

HS Inv. Method

55.4

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

2780

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31494

ODOT County

28

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

80ft.- 4-100ft.- 80ft. P/S CONC. SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

34:55:31

Longitude

-99:30:08

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

U.S. 283

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31494

Vault Link

http://plansrv1/bridgemaintvault/b31494

GIS FO/SD

Meets Standards

H Inv. Method

55.3

Latitude DD

34.925278

Longitude DD

-99.502222

ODOT County Number

28

Maint. Dist.

5

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32166

x

-11076536.6858393

y

4153731.35340569

31493 2802 1734 X 31493 U.S. 283 ELM FORK RED RIVER O'FL 3-100ft. P/S CONC. SPANS 2021 34.930208 -99.502258 300 42 3 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 1960 2022 5 Unmatched
Raw data
OBJECTID

32165

BRKEY

31493

NBI No.

31493

On Under

1

Structure No.

2802 1734 X

Control No.

002

Lane Ind.

Milepoint

17340

Facility Carried

U.S. 283

Feature Intersected

ELM FORK RED RIVER O'FL

Division

05

County

055

Location

4.1 N JCT S.H. 34

Sufficiency

100

Kind Hwy

2

Level Service

1

Route No.

00283

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2021

ADT Total

1960

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

300

Deck Width

42

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

2

Deck Rating

8

Super Rating

8

Sub Rating

8

Chan. Rating

9

Culv. Rating

N

Structure Rating

8

Deck Geometry

7

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

82

HS Inv. Rating Method

3

HS Inv. Method

55.4

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

2780

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31493

ODOT County

28

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

0

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-100ft. P/S CONC. SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

34:55:48.75

Longitude

-99:30:08.13

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

U.S. 283

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31493

Vault Link

http://plansrv1/bridgemaintvault/b31493

GIS FO/SD

Meets Standards

H Inv. Method

55.3

Latitude DD

34.930208

Longitude DD

-99.502258

ODOT County Number

28

Maint. Dist.

5

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32165

x

-11076540.6933409

y

4154400.73015465

31492 7502 1166NXF 31492 I-40 FRONTAGE RD. SAND CREEK 4-12ft.x15ft.x28 ft. RDY. RCB 2018 35.44833333 -99.16861111 67 20 4 0 2 20 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 82 Very good (8) Not applicable (N) Not applicable (N) Not applicable (N) Very good (8) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) A 310 2022 5 Unmatched
Raw data
OBJECTID

32164

BRKEY

31492

NBI No.

31492

On Under

1

Structure No.

7502 1166NXF

Control No.

002

Lane Ind.

N

Milepoint

11660

Facility Carried

I-40 FRONTAGE RD.

Feature Intersected

SAND CREEK

Division

05

County

149

Location

.1 E OF JCT S.H. 44

Sufficiency

82

Kind Hwy

2

Level Service

8

Route No.

00040

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

99.9

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2018

ADT Total

310

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

4

Road Width

20

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

AG

Appr. Roadway Width

20

Span Type Main

M

Material

1 - Concrete

Design

19

Length

67

Deck Width

20

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

2

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

7

Culv. Rating

8

Structure Rating

8

Deck Geometry

4

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

100

HS Inv. Rating Method

3

HS Inv. Method

100

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

410

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

Y

Advanced Warning Sign

Y

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31492

ODOT County

75

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

4-12ft.x15ft.x28 ft. RDY. RCB

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

F

Alt. Structure Name

H Index

Latitude

35:26:54

Longitude

-99:10:07

I257A

C

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

I-40 FRONTAGE RD.

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

8 - Service and/or unclassified frontage road

Historical Significance

5

Local Bridge ID

NBI Text

31492

Vault Link

http://plansrv1/bridgemaintvault/b31492

GIS FO/SD

Meets Standards

H Inv. Method

100

Latitude DD

35.44833333

Longitude DD

-99.16861111

ODOT County Number

75

Maint. Dist.

5

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32164

x

-11039399.2914414

y

4224976.00122371

31491 7413 0292 X 31491 S.H. 123 UNNAMED CREEK 45ft.-50ft.-45ft. PC BEAMS, 40ft.-0in. CLR RDY 2023 36.768611 -95.958889 140.5 42.166 3 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Good (7) Excellent (9) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) B 4500 2022 5 Unmatched
Raw data
OBJECTID

32163

BRKEY

31491

NBI No.

31491

On Under

1

Structure No.

7413 0292 X

Control No.

013

Lane Ind.

Milepoint

02920

Facility Carried

S.H. 123

Feature Intersected

UNNAMED CREEK

Division

08

County

147

Location

.6 NE JCT U.S. 60

Sufficiency

100

Kind Hwy

3

Level Service

1

Route No.

00023

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2023

ADT Total

4500

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

140.5

Deck Width

42.166

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

7

Super Rating

9

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

6

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

48.8

HS Inv. Rating Method

3

HS Inv. Method

37.6

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

6200

Future ADT Year

2042

Bypass Detour

1E-06

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31491

ODOT County

74

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

3

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

45ft.-50ft.-45ft. PC BEAMS, 40ft.-0in. CLR RDY

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

36:46:07

Longitude

-95:57:32

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 123

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31491

Vault Link

http://plansrv1/bridgemaintvault/b31491

GIS FO/SD

Meets Standards

H Inv. Method

37.5

Latitude DD

36.768611

Longitude DD

-95.958889

ODOT County Number

74

Maint. Dist.

8

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32163

x

-10682094.6605683

y

4406903.03406664

31680 7104 0660 X 31680 U.S. 70 SUTTLE CREEK 50ft.-85ft.-50ft. P/S CONC. BEAM SPANS 2020 34.246944 -99.017778 186 42 3 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 99.1 Very good (8) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) C 581 2022 5 Unmatched
Raw data
OBJECTID

32154

BRKEY

31680

NBI No.

31680

On Under

1

Structure No.

7104 0660 X

Control No.

004

Lane Ind.

Milepoint

06600

Facility Carried

U.S. 70

Feature Intersected

SUTTLE CREEK

Division

05

County

141

Location

3.3 E JCT U.S. 183

Sufficiency

99.1

Kind Hwy

2

Level Service

1

Route No.

00070

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2020

ADT Total

581

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

38

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

186

Deck Width

42

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

2

Deck Rating

8

Super Rating

8

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

8

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

49.1

HS Inv. Rating Method

3

HS Inv. Method

37.9

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

926

Future ADT Year

2042

Bypass Detour

20

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31680

ODOT County

71

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

50ft.-85ft.-50ft. P/S CONC. BEAM SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

34:14:49

Longitude

-99:01:04

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

Roadway Name

U.S. 70

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31680

Vault Link

http://plansrv1/bridgemaintvault/b31680

GIS FO/SD

Meets Standards

H Inv. Method

37.8

Latitude DD

34.246944

Longitude DD

-99.017778

ODOT County Number

71

Maint. Dist.

5

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32154

x

-11022608.6264414

y

4062008.96657362

31679 7104 0448 X 31679 U.S. 70 BOTTLE CREEK 50ft.-55ft.-50ft. P/S CONC BEAM SPANS 2020 34.246944 -99.054722 155 42 3 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 99.1 Very good (8) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) C 581 2022 5 Unmatched
Raw data
OBJECTID

32153

BRKEY

31679

NBI No.

31679

On Under

1

Structure No.

7104 0448 X

Control No.

004

Lane Ind.

Milepoint

04480

Facility Carried

U.S. 70

Feature Intersected

BOTTLE CREEK

Division

05

County

141

Location

1 E JCT U.S. 183

Sufficiency

99.1

Kind Hwy

2

Level Service

1

Route No.

00070

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2020

ADT Total

581

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

155

Deck Width

42

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

2

Deck Rating

8

Super Rating

8

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

8

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

48.8

HS Inv. Rating Method

3

HS Inv. Method

37.7

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

928

Future ADT Year

2042

Bypass Detour

20.65

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31679

ODOT County

71

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

50ft.-55ft.-50ft. P/S CONC BEAM SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

34:14:49

Longitude

-99:03:17

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

Roadway Name

U.S. 70

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31679

Vault Link

http://plansrv1/bridgemaintvault/b31679

GIS FO/SD

Meets Standards

H Inv. Method

37.6

Latitude DD

34.246944

Longitude DD

-99.054722

ODOT County Number

71

Maint. Dist.

5

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32153

x

-11026721.2137093

y

4062008.96657362

31678 5906 0637 X 31678 U.S. 64 CEDAR CREEK 126.83ft.-126ft.-126.83ft. P. C. BEAM TYPE J 2021 36.303889 -96.463889 379.666 71 3 0 2 69 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 8734 2022 5 Unmatched
Raw data
OBJECTID

32152

BRKEY

31678

NBI No.

31678

On Under

1

Structure No.

5906 0637 X

Control No.

006

Lane Ind.

Milepoint

06370

Facility Carried

U.S. 64

Feature Intersected

CEDAR CREEK

Division

08

County

117

Location

.1 SF S.H. 99 JUNCTION

Sufficiency

100

Kind Hwy

2

Level Service

1

Route No.

00064

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

69

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2021

ADT Total

8734

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

69

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

69

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

379.666

Deck Width

71

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

2

Deck Rating

8

Super Rating

8

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

64.2

HS Inv. Rating Method

3

HS Inv. Method

45.2

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

11874

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

40

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31678

ODOT County

59

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

3

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

126.83ft.-126ft.-126.83ft. P. C. BEAM TYPE J

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

36:18:14

Longitude

-96:27:50

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

Roadway Name

U.S. 64

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31678

Vault Link

http://plansrv1/bridgemaintvault/b31678

GIS FO/SD

Meets Standards

H Inv. Method

45.1

Latitude DD

36.303889

Longitude DD

-96.463889

ODOT County Number

59

Maint. Dist.

8

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32152

x

-10738311.0034189

y

4342517.00039544

31586 2004 1619 NXF 31586 I-40 FRONTAGE RD LITTLE DEEP CREEK 50ft.-61ft.-50ft Weathering Steel Spans SK 15 LF, 2019 35.536667 -98.641111 160 32 3 15 2 32 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) A 520 2022 5 Unmatched
Raw data
OBJECTID

32150

BRKEY

31586

NBI No.

31586

On Under

1

Structure No.

2004 1619 NXF

Control No.

004

Lane Ind.

Milepoint

16190

Facility Carried

I-40 FRONTAGE RD

Feature Intersected

LITTLE DEEP CREEK

Division

05

County

039

Location

5.3 E OF S.H. 54

Sufficiency

100

Kind Hwy

1

Level Service

8

Route No.

00040

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2019

ADT Total

520

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

15

No. Main Spans

3

Road Width

32

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

20

Span Type Main

M

Material

3 - Steel

Design

02

Length

160

Deck Width

32

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

3

Deck Rating

8

Super Rating

8

Sub Rating

8

Chan. Rating

7

Culv. Rating

N

Structure Rating

8

Deck Geometry

6

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

6

HS Operating Rating Method

3

HS Operating Rating

72.9

HS Inv. Rating Method

3

HS Inv. Method

56.1

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

720

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31586

ODOT County

20

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

50ft.-61ft.-50ft Weathering Steel Spans SK 15 LF,

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:32:12

Longitude

-98:38:28

I257A

0

I257B

1

I257C

0

I257D

1

I257E

1

I263

0

Roadway Name

I-40 N Frontage Rd.

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

8 - Service and/or unclassified frontage road

Historical Significance

5

Local Bridge ID

NBI Text

31586

Vault Link

http://plansrv1/bridgemaintvault/b31586

GIS FO/SD

Meets Standards

H Inv. Method

56

Latitude DD

35.536667

Longitude DD

-98.641111

ODOT County Number

20

Maint. Dist.

5

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32150

x

-10980678.2478028

y

4237053.33296222

31773 5406F0995 X 31773 U.S. 75 BAD CREEK 60ft.-3ft.ft.- 60ft.- 60ft.-3ft.ft. TYPE III PCB, O SKEW 1901 35.4125 -96.12305556 180 -1 3 -1 -1 -1 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M _ _ -1 _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C -1 2022 5 Unmatched
Raw data
OBJECTID

32133

BRKEY

31773

NBI No.

31773

On Under

1

Structure No.

5406F0995 X

Control No.

006

Lane Ind.

Milepoint

09950

Facility Carried

U.S. 75

Feature Intersected

BAD CREEK

Division

03

County

107

Location

1.6 S I-40

Sufficiency

-1

Kind Hwy

2

Level Service

1

Route No.

00075

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

-1

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

1901

ADT Total

-1

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

-1

No. Main Spans

3

Road Width

-1

Ref. Underclearance Rt.

_

Underclearance Right

-1

Underclearance Left

-1

Deck Structure Type

_

No. Lanes

-1

Fill RCB

Appr. Roadway Width

-1

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

180

Deck Width

-1

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

0

HS Inv. Rating Method

_

HS Inv. Method

0

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

-1

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31773

ODOT County

54

Nav. Control

_

Nav. HC

0

Lft. Br. Nav. Cl.

-1

Nav. VC

0

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

-1

Rt. Curb SW

-1

Description

60ft.-3ft.ft.- 60ft.- 60ft.-3ft.ft. TYPE III PCB, O SKEW

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:24:45

Longitude

-96:07:23

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S. 75

Scour

_

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31773

Vault Link

http://plansrv1/bridgemaintvault/b31773

GIS FO/SD

Meets Standards

H Inv. Method

-1

Latitude DD

35.4125

Longitude DD

-96.12305556

ODOT County Number

54

Maint. Dist.

3

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32133

x

-10700369.5984327

y

4220080.50601052

31673 0522 1749 X 31673 S.H. 34 FARMRAIL 77ft.-77ft.-81ft. P/S CONC BEAM SPANS 2022 35.369722 -99.505278 235 42 3 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 267 2022 5 Unmatched
Raw data
OBJECTID

32129

BRKEY

31673

NBI No.

31673

On Under

1

Structure No.

0522 1749 X

Control No.

022

Lane Ind.

Milepoint

17490

Facility Carried

S.H. 34

Feature Intersected

FARMRAIL

Division

05

County

009

Location

5.5 N JCT S.H. 152

Sufficiency

100

Kind Hwy

3

Level Service

1

Route No.

00034

Service Type On

1

Service Type Off

2

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2022

ADT Total

267

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

R

Underclearance Right

25

Underclearance Left

25

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

235

Deck Width

42

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

2

Deck Rating

8

Super Rating

8

Sub Rating

8

Chan. Rating

N

Culv. Rating

N

Structure Rating

8

Deck Geometry

9

Underclearance

9

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

7

HS Operating Rating Method

3

HS Operating Rating

73.8

HS Inv. Rating Method

3

HS Inv. Method

47.6

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

1224

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31673

ODOT County

05

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

77ft.-77ft.-81ft. P/S CONC BEAM SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:22:11

Longitude

-99:30:19

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 34

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31673

Vault Link

http://plansrv1/bridgemaintvault/b31673

GIS FO/SD

Meets Standards

H Inv. Method

47.5

Latitude DD

35.369722

Longitude DD

-99.505278

ODOT County Number

5

Maint. Dist.

5

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32129

x

-11076876.8782031

y

4214239.09009065

31672 0522 1729 X 31672 S.H. 34 CREEK 3-12ft.x6ft.x100ft. RCB SK. 30 LF 2022 35.366111 -99.505278 36 85 3 30 2 40 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 100 Very good (8) Not applicable (N) Not applicable (N) Not applicable (N) Very good (8) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 867 2022 5 Unmatched
Raw data
OBJECTID

32128

BRKEY

31672

NBI No.

31672

On Under

1

Structure No.

0522 1729 X

Control No.

022

Lane Ind.

Milepoint

17290

Facility Carried

S.H. 34

Feature Intersected

CREEK

Division

05

County

009

Location

5.3 N JCT S.H. 152

Sufficiency

100

Kind Hwy

3

Level Service

1

Route No.

00034

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2022

ADT Total

867

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

30

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

3

Appr. Roadway Width

40

Span Type Main

M

Material

1 - Concrete

Design

19

Length

36

Deck Width

85

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

2

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

8

Culv. Rating

8

Structure Rating

8

Deck Geometry

7

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

94.5

HS Inv. Rating Method

3

HS Inv. Method

72.9

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

1224

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31672

ODOT County

05

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-12ft.x6ft.x100ft. RCB SK. 30 LF

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:21:58

Longitude

-99:30:19

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 34

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31672

Vault Link

http://plansrv1/bridgemaintvault/b31672

GIS FO/SD

Meets Standards

H Inv. Method

72.8

Latitude DD

35.366111

Longitude DD

-99.505278

ODOT County Number

5

Maint. Dist.

5

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32128

x

-11076876.8782031

y

4213746.14303821

31580 1502 0979 X 31580 U.S. 75 CANEY CREEK 2- 12 ft. X 12 ft. X 94 ft. R.C. BOX, NO SKEW W/ 4 ft. CURTAIN WALLS. 2022 34.545 -96.229167 25 0 2 0 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 100 Very good (8) Not applicable (N) Not applicable (N) Not applicable (N) Very good (8) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 02 - Principal Arterial Other (Rural) C 4000 2022 5 Unmatched
Raw data
OBJECTID

32126

BRKEY

31580

NBI No.

31580

On Under

1

Structure No.

1502 0979 X

Control No.

002

Lane Ind.

Milepoint

09790

Facility Carried

U.S. 75

Feature Intersected

CANEY CREEK

Division

03

County

029

Location

9.8 MI. N. ATOKA C/L

Sufficiency

100

Kind Hwy

2

Level Service

1

Route No.

00075

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

02 - Principal Arterial Other (Rural)

Year Built

2022

ADT Total

4000

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

2

Road Width

0

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

6

Appr. Roadway Width

40

Span Type Main

M

Material

1 - Concrete

Design

19

Length

25

Deck Width

0

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

8

Culv. Rating

8

Structure Rating

8

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

90

HS Inv. Rating Method

3

HS Inv. Method

69.4

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

5600

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

55

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31580

ODOT County

15

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

2- 12 ft. X 12 ft. X 94 ft. R.C. BOX, NO SKEW W/ 4 ft. CURTAIN WALLS.

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

34:32:42

Longitude

-96:13:45

I257A

C

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

U.S. 75

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31580

Vault Link

http://plansrv1/bridgemaintvault/b31580

GIS FO/SD

Meets Standards

H Inv. Method

69.3

Latitude DD

34.545

Longitude DD

-96.229167

ODOT County Number

15

Maint. Dist.

3

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

32126

x

-10712181.8699009

y

4102219.09245965

31579 0114 0663 X 31579 S.H. 51 MULBERRY HOLLOW 91ft.-107ft.-107ft. TYPE IV PCB SPAN BR. 40ft. CLR RDY. O SKEW 2020 35.855556 -94.703333 305 42.2 3 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 90.6 Good (7) Good (7) Very good (8) Good (7) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 4000 2022 5 Unmatched
Raw data
OBJECTID

32125

BRKEY

31579

NBI No.

31579

On Under

1

Structure No.

0114 0663 X

Control No.

014

Lane Ind.

Milepoint

06630

Facility Carried

S.H. 51

Feature Intersected

MULBERRY HOLLOW

Division

01

County

001

Location

6.6 SE CHEROKEE C/L

Sufficiency

90.6

Kind Hwy

3

Level Service

1

Route No.

00051

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2020

ADT Total

4000

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

305

Deck Width

42.2

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

7

Super Rating

8

Sub Rating

7

Chan. Rating

6

Culv. Rating

N

Structure Rating

7

Deck Geometry

6

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

84

HS Inv. Rating Method

3

HS Inv. Method

57.6

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

4025

Future ADT Year

2042

Bypass Detour

31.1

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31579

ODOT County

01

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

0

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

91ft.-107ft.-107ft. TYPE IV PCB SPAN BR. 40ft. CLR RDY. O SKEW

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:51:20

Longitude

-94:42:12

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

S.H. 51

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

31579

NBI Text

31579

Vault Link

http://plansrv1/bridgemaintvault/b31579

GIS FO/SD

Meets Standards

H Inv. Method

57.5

Latitude DD

35.855556

Longitude DD

-94.703333

ODOT County Number

1

Maint. Dist.

1

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32125

x

-10542326.8059858

y

4280764.25927791

31575 0522 0343 X 31575 S.H. 34 N FORK OF RED RIVER 9-100ft. PCB, 40ft. CLR RDY, W/TR-4 2024 35.16583333 -99.50722222 900 42.16 9 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Excellent (9) Excellent (9) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 972 2022 5 Unmatched
Raw data
OBJECTID

32121

BRKEY

31575

NBI No.

31575

On Under

1

Structure No.

0522 0343 X

Control No.

022

Lane Ind.

Milepoint

03430

Facility Carried

S.H. 34

Feature Intersected

N FORK OF RED RIVER

Division

05

County

009

Location

3.6 N GREER C/L

Sufficiency

100

Kind Hwy

3

Level Service

1

Route No.

00034

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2024

ADT Total

972

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

9

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

900

Deck Width

42.16

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

2

Deck Rating

9

Super Rating

9

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

7

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

95.6

HS Inv. Rating Method

3

HS Inv. Method

63.6

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

1339

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31575

ODOT County

05

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

2

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

9-100ft. PCB, 40ft. CLR RDY, W/TR-4

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:09:57

Longitude

-99:30:26

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

Roadway Name

S.H. 34

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31575

Vault Link

http://plansrv1/bridgemaintvault/b31575

GIS FO/SD

Meets Standards

H Inv. Method

63.5

Latitude DD

35.16583333

Longitude DD

-99.50722222

ODOT County Number

5

Maint. Dist.

5

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32121

x

-11077093.3077835

y

4186440.12988554

31483 5620F0044 X 31483 S.H. 56 BRIER CREEK 3-10ft.X9ft.X110ft. RCB, TURNED 12 DEG 1901 35.59555556 -96.185 32 -1 3 12 -1 -1 1 - Concrete Culvert (19) M _ _ -1 _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 610 2014 5 Unmatched
Raw data
OBJECTID

32119

BRKEY

31483

NBI No.

31483

On Under

1

Structure No.

5620F0044 X

Control No.

020

Lane Ind.

Milepoint

00440

Facility Carried

S.H. 56

Feature Intersected

BRIER CREEK

Division

01

County

111

Location

.42 E OKFUSKEE C\L

Sufficiency

-1

Kind Hwy

3

Level Service

1

Route No.

00056

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

-1

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1901

ADT Total

610

ADT Year

2014

Design Load

NO VALUE GIVEN

Skew

12

No. Main Spans

3

Road Width

-1

Ref. Underclearance Rt.

_

Underclearance Right

-1

Underclearance Left

-1

Deck Structure Type

_

No. Lanes

-1

Fill RCB

Appr. Roadway Width

-1

Span Type Main

M

Material

1 - Concrete

Design

19

Length

32

Deck Width

-1

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

0

HS Inv. Rating Method

_

HS Inv. Method

0

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

976

Future ADT Year

2034

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31483

ODOT County

56

Nav. Control

_

Nav. HC

-1

Lft. Br. Nav. Cl.

-1

Nav. VC

-1

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

-1

Rt. Curb SW

-1

Description

3-10ft.X9ft.X110ft. RCB, TURNED 12 DEG

Route Flag

P

Status Flag

V

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:35:44

Longitude

-96:11:06

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 56

Scour

_

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31483

Vault Link

http://plansrv1/bridgemaintvault/b31483

GIS FO/SD

Meets Standards

H Inv. Method

-1

Latitude DD

35.59555556

Longitude DD

-96.185

ODOT County Number

56

Maint. Dist.

1

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32119

x

-10707265.221951

y

4245112.20072247

31482 5620 0042 X 31482 S.H. 56 BRIER CREEK 3-10ft.X9ft.X110ft. RCB TURNED 12 DEG. 2019 35.595556 -96.185 32.7 0 3 12 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 100 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 500 2022 5 Unmatched
Raw data
OBJECTID

32118

BRKEY

31482

NBI No.

31482

On Under

1

Structure No.

5620 0042 X

Control No.

020

Lane Ind.

Milepoint

00420

Facility Carried

S.H. 56

Feature Intersected

BRIER CREEK

Division

01

County

111

Location

.42 E OKFUSKEE C\L

Sufficiency

100

Kind Hwy

3

Level Service

1

Route No.

00056

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2019

ADT Total

500

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

12

No. Main Spans

3

Road Width

0

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

6

Appr. Roadway Width

40

Span Type Main

M

Material

1 - Concrete

Design

19

Length

32.7

Deck Width

0

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

7

Culv. Rating

7

Structure Rating

7

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

173.3

HS Inv. Rating Method

3

HS Inv. Method

133.7

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

976

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31482

ODOT County

56

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-10ft.X9ft.X110ft. RCB TURNED 12 DEG.

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:35:44

Longitude

-96:11:06

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 56

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31482

Vault Link

http://plansrv1/bridgemaintvault/b31482

GIS FO/SD

Meets Standards

H Inv. Method

88.7

Latitude DD

35.595556

Longitude DD

-96.185

ODOT County Number

56

Maint. Dist.

1

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32118

x

-10707265.221951

y

4245112.26095838

31481 5620F0043 X 31481 S.H. 56 BRIER CREEK 3-10ft.X9ft.X84ft. RCB 1901 35.59555556 -96.185 32 -1 3 0 -1 -1 1 - Concrete Culvert (19) M _ _ -1 _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 610 2014 5 Unmatched
Raw data
OBJECTID

32117

BRKEY

31481

NBI No.

31481

On Under

1

Structure No.

5620F0043 X

Control No.

020

Lane Ind.

Milepoint

00430

Facility Carried

S.H. 56

Feature Intersected

BRIER CREEK

Division

01

County

111

Location

.42 E OKFUSKEE C/L

Sufficiency

-1

Kind Hwy

3

Level Service

1

Route No.

00056

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

-1

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1901

ADT Total

610

ADT Year

2014

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

-1

Ref. Underclearance Rt.

_

Underclearance Right

-1

Underclearance Left

-1

Deck Structure Type

_

No. Lanes

-1

Fill RCB

Appr. Roadway Width

-1

Span Type Main

M

Material

1 - Concrete

Design

19

Length

32

Deck Width

-1

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

0

HS Inv. Rating Method

_

HS Inv. Method

0

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

976

Future ADT Year

2034

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31481

ODOT County

56

Nav. Control

_

Nav. HC

-1

Lft. Br. Nav. Cl.

-1

Nav. VC

-1

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

-1

Rt. Curb SW

-1

Description

3-10ft.X9ft.X84ft. RCB

Route Flag

P

Status Flag

V

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:35:44

Longitude

-96:11:06

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 56

Scour

_

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31481

Vault Link

http://plansrv1/bridgemaintvault/b31481

GIS FO/SD

Meets Standards

H Inv. Method

-1

Latitude DD

35.59555556

Longitude DD

-96.185

ODOT County Number

56

Maint. Dist.

1

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32117

x

-10707265.221951

y

4245112.20072247

31479 4130 0126 X 31479 U.S. 377/SH 99 SALT CREEK 3-18 ft. X 15 ft. X 120 ft. R.C. BOX, W/ 6 ft. CURTAIN WALL & NO SKEW 2021 35.767222 -96.662778 58.5 0 3 0 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 100 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 3400 2022 5 Unmatched
Raw data
OBJECTID

32115

BRKEY

31479

NBI No.

31479

On Under

1

Structure No.

4130 0126 X

Control No.

030

Lane Ind.

Milepoint

01260

Facility Carried

U.S. 377/SH 99

Feature Intersected

SALT CREEK

Division

03

County

081

Location

1.26 N JCT S.H. 66

Sufficiency

100

Kind Hwy

2

Level Service

1

Route No.

00377

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2021

ADT Total

3400

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

0

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

06

Appr. Roadway Width

40

Span Type Main

M

Material

1 - Concrete

Design

19

Length

58.5

Deck Width

0

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

2

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

8

Culv. Rating

7

Structure Rating

7

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

79.7

HS Inv. Rating Method

3

HS Inv. Method

61.5

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

4800

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

55

Narrow or 1 Lane

N

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31479

ODOT County

41

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-18 ft. X 15 ft. X 120 ft. R.C. BOX, W/ 6 ft. CURTAIN WALL & NO SKEW

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:46:02

Longitude

-96:39:46

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S. 377

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31479

Vault Link

http://plansrv1/bridgemaintvault/b31479

GIS FO/SD

Meets Standards

H Inv. Method

61.4

Latitude DD

35.767222

Longitude DD

-96.662778

ODOT County Number

41

Maint. Dist.

3

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32115

x

-10760451.2256232

y

4268638.56981973

31772 6702F0419 X 31772 U.S. 270 UNNAMED CREEK 3 20ft. X 12ft. X 84ft. CLR RDWY RCB O SKEW 1901 35.21958889 -96.64105833 60 -1 3 -1 -1 -1 1 - Concrete Culvert (19) M _ _ -1 _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 14 - Other Principal Arterial (Urban) C -1 2022 5 Unmatched
Raw data
OBJECTID

32114

BRKEY

31772

NBI No.

31772

On Under

1

Structure No.

6702F0419 X

Control No.

002

Lane Ind.

Milepoint

04190

Facility Carried

U.S. 270

Feature Intersected

UNNAMED CREEK

Division

03

County

133

Location

1.79 E JCT U.S. 377

Sufficiency

-1

Kind Hwy

2

Level Service

1

Route No.

00270

Service Type On

_

Service Type Off

_

Vertical Clearance

Horizontal Clearance

-1

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

14 - Other Principal Arterial (Urban)

Year Built

1901

ADT Total

-1

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

-1

No. Main Spans

3

Road Width

-1

Ref. Underclearance Rt.

_

Underclearance Right

-1

Underclearance Left

-1

Deck Structure Type

_

No. Lanes

-1

Fill RCB

Appr. Roadway Width

-1

Span Type Main

M

Material

1 - Concrete

Design

19

Length

60

Deck Width

-1

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

0

HS Inv. Rating Method

_

HS Inv. Method

0

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

-1

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31772

ODOT County

67

Nav. Control

_

Nav. HC

0

Lft. Br. Nav. Cl.

-1

Nav. VC

0

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

-1

Rt. Curb SW

-1

Description

3 20ft. X 12ft. X 84ft. CLR RDWY RCB O SKEW

Route Flag

P

Status Flag

F

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:13:10.52

Longitude

-96:38:27.81

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S. 270

Scour

_

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31772

Vault Link

http://plansrv1/bridgemaintvault/b31772

GIS FO/SD

Meets Standards

H Inv. Method

-1

Latitude DD

35.21958889

Longitude DD

-96.64105833

ODOT County Number

67

Maint. Dist.

3

HPMS Functional Class

3

Rural/Urban

Urban

ARC_ID_NUM

32114

x

-10758033.4030186

y

4193762.582859

31771 6702F0402 X 31771 U.S. 270 CARTER CREEK 50ft.-55ft.-50ft. PC BEAM, 84ft. CLR RDY, O DEG SKEW 1901 35.22083333 -96.64361111 155 -1 3 0 -1 -1 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M _ _ -1 _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C -1 2022 5 Unmatched
Raw data
OBJECTID

32113

BRKEY

31771

NBI No.

31771

On Under

1

Structure No.

6702F0402 X

Control No.

002

Lane Ind.

Milepoint

04020

Facility Carried

U.S. 270

Feature Intersected

CARTER CREEK

Division

03

County

133

Location

1.62 E JCT U.S. 377

Sufficiency

-1

Kind Hwy

2

Level Service

1

Route No.

00270

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

-1

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

1901

ADT Total

-1

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

-1

Ref. Underclearance Rt.

_

Underclearance Right

Underclearance Left

Deck Structure Type

_

No. Lanes

-1

Fill RCB

Appr. Roadway Width

-1

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

155

Deck Width

-1

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

5

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

3

HS Operating Rating

177.7

HS Inv. Rating Method

3

HS Inv. Method

137.1

H Operating Rating

1

H Inv. Rating Method

_

Future ADT

-1

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31771

ODOT County

67

Nav. Control

_

Nav. HC

0

Lft. Br. Nav. Cl.

Nav. VC

0

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

-1

Rt. Curb SW

-1

Description

50ft.-55ft.-50ft. PC BEAM, 84ft. CLR RDY, O DEG SKEW

Route Flag

P

Status Flag

F

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:13:15

Longitude

-96:38:37

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S. 270

Scour

_

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31771

Vault Link

http://plansrv1/bridgemaintvault/b31771

GIS FO/SD

Meets Standards

H Inv. Method

137

Latitude DD

35.22083333

Longitude DD

-96.64361111

ODOT County Number

67

Maint. Dist.

3

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32113

x

-10758317.5771884

y

4193932.15488503

31770 6702F0543 X 31770 U.S. 270 UNNAMED CREEK 20ft.X15ft.X84ft. CL RDWY, RCB 45DEG RT FWD SKEW 1901 35.20694444 -96.625 20 -1 1 45 -1 -1 1 - Concrete Culvert (19) M _ _ -1 _ _ _ _ _ 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C -1 2022 5 Unmatched
Raw data
OBJECTID

32112

BRKEY

31770

NBI No.

31770

On Under

1

Structure No.

6702F0543 X

Control No.

002

Lane Ind.

Milepoint

05430

Facility Carried

U.S. 270

Feature Intersected

UNNAMED CREEK

Division

03

County

133

Location

3.03 E JCT U.S. 377

Sufficiency

-1

Kind Hwy

2

Level Service

1

Route No.

00270

Service Type On

1

Service Type Off

5

Vertical Clearance

Horizontal Clearance

-1

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

1901

ADT Total

-1

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

45

No. Main Spans

1

Road Width

-1

Ref. Underclearance Rt.

_

Underclearance Right

-1

Underclearance Left

-1

Deck Structure Type

_

No. Lanes

-1

Fill RCB

Appr. Roadway Width

-1

Span Type Main

M

Material

1 - Concrete

Design

19

Length

20

Deck Width

-1

Bridge Open Closed

_

TSF Rail

_

TSF Transition

_

TSF Appr. Guardrail

_

TSF Appr. Guardrail Ends

_

Appr. Roadway Cond.

Deck Rating

_

Super Rating

_

Sub Rating

_

Chan. Rating

_

Culv. Rating

_

Structure Rating

_

Deck Geometry

_

Underclearance

_

Bridge Posting

_

Waterway Adequacy

_

Approach Alignment

_

HS Operating Rating Method

_

HS Operating Rating

0

HS Inv. Rating Method

_

HS Inv. Method

0

H Operating Rating

_

H Inv. Rating Method

_

Future ADT

-1

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

Posted Weight

Posted Speed Limit

Narrow or 1 Lane

Advanced Warning Sign

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31770

ODOT County

67

Nav. Control

_

Nav. HC

0

Lft. Br. Nav. Cl.

-1

Nav. VC

0

Bridge Med.

_

DK Memb. Type

_

DK Protect.

_

DK Surf. Type

_

Lft. Curb SW

-1

Rt. Curb SW

-1

Description

20ft.X15ft.X84ft. CL RDWY, RCB 45DEG RT FWD SKEW

Route Flag

P

Status Flag

F

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:12:25

Longitude

-96:37:30

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S. 270

Scour

_

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31770

Vault Link

http://plansrv1/bridgemaintvault/b31770

GIS FO/SD

Meets Standards

H Inv. Method

-1

Latitude DD

35.20694444

Longitude DD

-96.625

ODOT County Number

67

Maint. Dist.

3

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32112

x

-10756245.7979001

y

4192039.75043342

31768 1937T2430 X 31768 CO. RD. E0740 TURNER TP (I-44) UNDER 49ft.-117ft.-117ft.-49ft. P.C. BEAM 2018 35.944444 -96.252605 332 28.2 4 0 2 18 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 61 Excellent (9) Excellent (9) Excellent (9) Excellent (9) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) A 5000 2022 5 Unmatched
Raw data
OBJECTID

32110

BRKEY

31768

NBI No.

31768

On Under

1

Structure No.

1937T2430 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. E0740

Feature Intersected

TURNER TP (I-44) UNDER

Division

08

County

037

Location

71.3 NE JCT I-35

Sufficiency

61

Kind Hwy

4

Level Service

1

Route No.

E0740

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

37.5

Bridge System

A

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2018

ADT Total

5000

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

4

Road Width

18

Ref. Underclearance Rt.

H

Underclearance Right

12

Underclearance Left

12

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

23.9

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

332

Deck Width

28.2

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

9

Super Rating

9

Sub Rating

9

Chan. Rating

N

Culv. Rating

N

Structure Rating

9

Deck Geometry

2

Underclearance

6

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

103

HS Inv. Rating Method

3

HS Inv. Method

79.9

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

8000

Future ADT Year

2042

Bypass Detour

99.9

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31768

ODOT County

19

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

Nav. VC

0

Bridge Med.

1

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

49ft.-117ft.-117ft.-49ft. P.C. BEAM

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:56:39.98

Longitude

-96:15:09.38

I257A

0

I257B

0

I257C

0

I257D

0

I257E

0

I263

0

Roadway Name

CO. RD. E0740

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

71.30

NBI Text

31768

Vault Link

http://plansrv1/bridgemaintvault/b31768

GIS FO/SD

FO

H Inv. Method

79.9

Latitude DD

35.944444

Longitude DD

-96.252605

ODOT County Number

19

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32110

x

-10714790.9761261

y

4292979.64233455

31767 1937T2200 X 31767 TURNER TP (I-44) POLECAT CREEK 65ft.-80ft.-65ft. P.C. BEAM 2018 35.922461 -96.282992 210 153 3 0 6 147.5 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 93 Very good (8) Excellent (9) Excellent (9) Very good (8) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) A 25900 2022 5 Unmatched
Raw data
OBJECTID

32109

BRKEY

31767

NBI No.

31767

On Under

1

Structure No.

1937T2200 X

Control No.

037

Lane Ind.

Milepoint

22000

Facility Carried

TURNER TP (I-44)

Feature Intersected

POLECAT CREEK

Division

08

County

037

Location

69.1 NE JCT I-35

Sufficiency

93

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

15.3

Bridge System

A

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

2018

ADT Total

25900

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

147.5

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

1

No. Lanes

6

Fill RCB

0

Appr. Roadway Width

153

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

210

Deck Width

153

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

9

Super Rating

9

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

9

HS Operating Rating Method

3

HS Operating Rating

65.5

HS Inv. Rating Method

3

HS Inv. Method

50.4

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

41440

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

80

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31767

ODOT County

19

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

3

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

65ft.-80ft.-65ft. P.C. BEAM

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:55:20.86

Longitude

-96:16:58.77

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

I-44

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

69.10

NBI Text

31767

Vault Link

http://plansrv1/bridgemaintvault/b31767

GIS FO/SD

Meets Standards

H Inv. Method

50.4

Latitude DD

35.922461

Longitude DD

-96.282992

ODOT County Number

19

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

32109

x

-10718173.6414928

y

4289957.36373722

31574 0522 0237 X 31574 S.H. 34 OFLOW N. FORK RED RIVER 5-100ft. PCB, 40ft. CLR RDY W/ TR-4 2024 35.15083333 -99.5025 500 42.16 5 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Excellent (9) Excellent (9) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 972 2023 5 Unmatched
Raw data
OBJECTID

32102

BRKEY

31574

NBI No.

31574

On Under

1

Structure No.

0522 0237 X

Control No.

022

Lane Ind.

Milepoint

02370

Facility Carried

S.H. 34

Feature Intersected

OFLOW N. FORK RED RIVER

Division

05

County

009

Location

2.5 N GREER C/L

Sufficiency

100

Kind Hwy

3

Level Service

1

Route No.

00034

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2024

ADT Total

972

ADT Year

2023

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

5

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

500

Deck Width

42.16

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

2

Deck Rating

9

Super Rating

9

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

7

Underclearance

N

Bridge Posting

5

Waterway Adequacy

9

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

95.6

HS Inv. Rating Method

3

HS Inv. Method

63.6

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

1339

Future ADT Year

2043

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31574

ODOT County

05

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

5-100ft. PCB, 40ft. CLR RDY W/ TR-4

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:09:03

Longitude

-99:30:09

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

Roadway Name

S.H. 34

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31574

Vault Link

http://plansrv1/bridgemaintvault/b31574

GIS FO/SD

Meets Standards

H Inv. Method

63.5

Latitude DD

35.15083333

Longitude DD

-99.5025

ODOT County Number

5

Maint. Dist.

5

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32102

x

-11076567.6326577

y

4184397.7299935

31573 4131 0100 X 31573 S.H. 105 HEADQUARTERS CREEK -1 45ft.-55ft.-45ft. ROLLED BM. SPANS X 40.0ft. CLR. RDWY. W/ TR-4 TRAFFIC RAILS 2017 35.869444 -97.000556 145.499 42.201 3 0 2 40 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 97.4 Very good (8) Good (7) Excellent (9) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 1300 2022 5 Unmatched
Raw data
OBJECTID

32101

BRKEY

31573

NBI No.

31573

On Under

1

Structure No.

4131 0100 X

Control No.

031

Lane Ind.

Milepoint

01000

Facility Carried

S.H. 105

Feature Intersected

HEADQUARTERS CREEK

Division

03

County

081

Location

1.0 MI E. JCT. US 177

Sufficiency

97.4

Kind Hwy

3

Level Service

1

Route No.

00105

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

27.999

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2017

ADT Total

1300

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

3 - Steel

Design

02

Length

145.499

Deck Width

42.201

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

7

Super Rating

9

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

7

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

64

HS Inv. Rating Method

3

HS Inv. Method

50

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

2080

Future ADT Year

2042

Bypass Detour

26.700001

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

N

Advanced Warning Sign

_

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

31573

ODOT County

41

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

8

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

45ft.-55ft.-45ft. ROLLED BM. SPANS X 40.0ft. CLR. RDWY. W/ TR-4 TRAFFIC RAILS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

-1

H Index

100

Latitude

35:52:10

Longitude

-97:00:02

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

S.H. 105

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

31573

Vault Link

http://plansrv1/bridgemaintvault/b31573

GIS FO/SD

Meets Standards

H Inv. Method

49

Latitude DD

35.869444

Longitude DD

-97.000556

ODOT County Number

41

Maint. Dist.

3

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32101

x

-10798052.5005844

y

4282671.90603758

31478 3506 0080 X 31478 S.H. 7 PECAN CREEK 3-10 ft. X 10 ft. X 84.6 ft. CLR. RDWY R.C.BOX SKEWED 30 DEG. RF W/ 4.0 ft. CURTAIN WALLS 2020 34.361111 -96.622778 39.26 0 3 30 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 100 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 1700 2022 5 Unmatched
Raw data
OBJECTID

32096

BRKEY

31478

NBI No.

31478

On Under

1

Structure No.

3506 0080 X

Control No.

006

Lane Ind.

Milepoint

00800

Facility Carried

S.H. 7

Feature Intersected

PECAN CREEK

Division

03

County

069

Location

0.8 MI E OF JCT SH 99

Sufficiency

100

Kind Hwy

3

Level Service

1

Route No.

00007

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2020

ADT Total

1700

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

30

No. Main Spans

3

Road Width

0

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

04

Appr. Roadway Width

40

Span Type Main

M

Material

1 - Concrete

Design

19

Length

39.26

Deck Width

0

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

7

Culv. Rating

7

Structure Rating

7

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

138.3

HS Inv. Rating Method

3

HS Inv. Method

106.6

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

2300

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

N

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31478

ODOT County

35

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-10 ft. X 10 ft. X 84.6 ft. CLR. RDWY R.C.BOX SKEWED 30 DEG. RF W/ 4.0 ft. CURTAIN WALLS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

34:21:40

Longitude

-96:37:22

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 7

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31478

Vault Link

http://plansrv1/bridgemaintvault/b31478

GIS FO/SD

Meets Standards

H Inv. Method

106.5

Latitude DD

34.361111

Longitude DD

-96.622778

ODOT County Number

35

Maint. Dist.

3

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32096

x

-10755998.4459915

y

4077394.09194804

31475 4206 1442 X 31475 S.H. 33 COTTONWOOD CR & R.R. -1 (9)100ft.,80ft.,(2)-100ft.,75ft.,130ft.,80ft.,115ft.,100ft.,PCB TYPE IV & J SPANS 2017 35.88 -97.430278 1681.667 70 1 0 4 52 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 44.3 Fair (5) Good (7) Good (7) Fair (5) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 14 - Other Principal Arterial (Urban) B 12200 2022 5 Unmatched
Raw data
OBJECTID

32093

BRKEY

31475

NBI No.

31475

On Under

1

Structure No.

4206 1442 X

Control No.

006

Lane Ind.

Milepoint

14420

Facility Carried

S.H. 33

Feature Intersected

COTTONWOOD CR & R.R.

Division

04

County

083

Location

14.8 E KINGFISHER LINE

Sufficiency

44.3

Kind Hwy

3

Level Service

1

Route No.

00033

Service Type On

5

Service Type Off

8

Vertical Clearance

Y

Horizontal Clearance

52

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

14 - Other Principal Arterial (Urban)

Year Built

2017

ADT Total

12200

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

1

Road Width

52

Ref. Underclearance Rt.

H

Underclearance Right

16

Underclearance Left

25.7

Deck Structure Type

1

No. Lanes

4

Fill RCB

Appr. Roadway Width

52

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

1681.667

Deck Width

70

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

Deck Rating

7

Super Rating

7

Sub Rating

5

Chan. Rating

6

Culv. Rating

N

Structure Rating

5

Deck Geometry

4

Underclearance

9

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

76

HS Inv. Rating Method

3

HS Inv. Method

23

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

19520

Future ADT Year

2042

Bypass Detour

45.999999

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

30

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

31475

ODOT County

42

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

7

Rt. Curb SW

7

Description

(9)100ft.,80ft.,(2)-100ft.,75ft.,130ft.,80ft.,115ft.,100ft.,PCB TYPE IV & J SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

-1

H Index

98.9565

Latitude

35:52:48

Longitude

-97:25:49

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

S.H. 33

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31475

Vault Link

http://plansrv1/bridgemaintvault/b31475

GIS FO/SD

Meets Standards

H Inv. Method

22

Latitude DD

35.88

Longitude DD

-97.430278

ODOT County Number

42

Maint. Dist.

4

HPMS Functional Class

3

Rural/Urban

Urban

ARC_ID_NUM

32093

x

-10845888.9348071

y

4284122.09506796

31765 1937T2228 X 31765 CO. RD. N3870 TURNER TP (I-44) UNDER 119ft.-117ft.-117ft.-49ft. P.C. BEAM 2018 35.925064 -96.279419 402 28.2 4 0 2 26 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 79 Excellent (9) Excellent (9) Excellent (9) Excellent (9) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) A 5000 2022 5 Unmatched
Raw data
OBJECTID

32089

BRKEY

31765

NBI No.

31765

On Under

1

Structure No.

1937T2228 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. N3870

Feature Intersected

TURNER TP (I-44) UNDER

Division

08

County

037

Location

69.3 NE JCT I-35

Sufficiency

79

Kind Hwy

4

Level Service

1

Route No.

N3870

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

26

Bridge System

A

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2018

ADT Total

5000

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

4

Road Width

26

Ref. Underclearance Rt.

H

Underclearance Right

14

Underclearance Left

14

Deck Structure Type

1

No. Lanes

2

Fill RCB

0

Appr. Roadway Width

24

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

402

Deck Width

28.2

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

9

Super Rating

9

Sub Rating

9

Chan. Rating

N

Culv. Rating

N

Structure Rating

9

Deck Geometry

3

Underclearance

4

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

9

HS Operating Rating Method

3

HS Operating Rating

99

HS Inv. Rating Method

3

HS Inv. Method

64.5

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

8000

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31765

ODOT County

19

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

119ft.-117ft.-117ft.-49ft. P.C. BEAM

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:55:30.23

Longitude

-96:16:45.91

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

N3870

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

69.30

NBI Text

31765

Vault Link

http://plansrv1/bridgemaintvault/b31765

GIS FO/SD

FO

H Inv. Method

64.5

Latitude DD

35.925064

Longitude DD

-96.279419

ODOT County Number

19

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32089

x

-10717775.8969522

y

4290315.18692002

31764 1937T2152 X 31764 TURNER TP (I-44) CREEK 2-10ft. X 10ft. X 265ft. RCB 2018 35.917875 -96.288983 20 265 2 0 6 263 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 94 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Excellent (9) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) A 25900 2022 5 Unmatched
Raw data
OBJECTID

32088

BRKEY

31764

NBI No.

31764

On Under

1

Structure No.

1937T2152 X

Control No.

037

Lane Ind.

Milepoint

21520

Facility Carried

TURNER TP (I-44)

Feature Intersected

CREEK

Division

08

County

037

Location

68.6 NE JCT I-35

Sufficiency

94

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

12.4

Bridge System

A

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

2018

ADT Total

25900

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

2

Road Width

263

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

N

No. Lanes

6

Fill RCB

Appr. Roadway Width

124

Span Type Main

M

Material

1 - Concrete

Design

19

Length

20

Deck Width

265

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

0

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

8

Culv. Rating

9

Structure Rating

7

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

60

HS Inv. Rating Method

3

HS Inv. Method

33.3

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

41440

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

80

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31764

ODOT County

19

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

3

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

2-10ft. X 10ft. X 265ft. RCB

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:55:04.35

Longitude

-96:17:20.34

I257A

C

I257B

1

I257C

0

I257D

0

I257E

0

I263

0

Roadway Name

I-44

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

68.62

NBI Text

31764

Vault Link

http://plansrv1/bridgemaintvault/b31764

GIS FO/SD

Meets Standards

H Inv. Method

20

Latitude DD

35.917875

Longitude DD

-96.288983

ODOT County Number

19

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

32088

x

-10718840.5565622

y

4289326.97474895

31763 1937T2628 X 31763 CO. RD. N3810 TURNER TP (I-44) UNDER 49ft 117 ft 117ft 49ft TYPE VI SPANS 2018 35.96370556 -96.226233 332 28.2 4 0 2 26 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 77.1 Excellent (9) Excellent (9) Excellent (9) Excellent (9) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) A 5000 2022 5 Unmatched
Raw data
OBJECTID

32087

BRKEY

31763

NBI No.

31763

On Under

1

Structure No.

1937T2628 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. N3810

Feature Intersected

TURNER TP (I-44) UNDER

Division

08

County

037

Location

73.3 NE JCT I-35

Sufficiency

77.1

Kind Hwy

4

Level Service

1

Route No.

N3810

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

26

Bridge System

A

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2018

ADT Total

5000

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

4

Road Width

26

Ref. Underclearance Rt.

H

Underclearance Right

12

Underclearance Left

12

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

30

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

332

Deck Width

28.2

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

9

Super Rating

9

Sub Rating

9

Chan. Rating

N

Culv. Rating

N

Structure Rating

9

Deck Geometry

3

Underclearance

6

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

9

HS Operating Rating Method

3

HS Operating Rating

99

HS Inv. Rating Method

3

HS Inv. Method

64.5

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

8000

Future ADT Year

2042

Bypass Detour

8.1

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31763

ODOT County

19

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

1

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

49ft 117 ft 117ft 49ft TYPE VI SPANS

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:57:49.34

Longitude

-96:13:34.44

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

N3810

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

73.30

NBI Text

31763

Vault Link

http://plansrv1/bridgemaintvault/b31763

GIS FO/SD

FO

H Inv. Method

64.5

Latitude DD

35.96370556

Longitude DD

-96.226233

ODOT County Number

19

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32087

x

-10711855.2585149

y

4295628.46160315

31762 1937T2604 X 31762 TURNER TP (I-44) CREEK 3-12ft. X 11ft. X 293ft. RCB 2018 35.961697 -96.22925 40 293 3 0 6 291 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 75.5 Poor (4) Not applicable (N) Not applicable (N) Not applicable (N) Very good (8) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) A 25900 2022 5 Unmatched
Raw data
OBJECTID

32086

BRKEY

31762

NBI No.

31762

On Under

1

Structure No.

1937T2604 X

Control No.

037

Lane Ind.

Milepoint

26040

Facility Carried

TURNER TP (I-44)

Feature Intersected

CREEK

Division

08

County

037

Location

73.1 NE JCT I-35

Sufficiency

75.5

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

12.3

Bridge System

A

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

2018

ADT Total

25900

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

291

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

N

No. Lanes

6

Fill RCB

8

Appr. Roadway Width

123

Span Type Main

M

Material

1 - Concrete

Design

19

Length

40

Deck Width

293

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

0

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

8

Culv. Rating

8

Structure Rating

4

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

36

HS Inv. Rating Method

3

HS Inv. Method

20

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

41440

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

80

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31762

ODOT County

19

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

Nav. VC

0

Bridge Med.

3

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-12ft. X 11ft. X 293ft. RCB

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:57:42.11

Longitude

-96:13:45.3

I257A

C

I257B

1

I257C

0

I257D

0

I257E

0

I263

0

Roadway Name

I-44

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

73.16

NBI Text

31762

Vault Link

http://plansrv1/bridgemaintvault/b31762

GIS FO/SD

Meets Standards

H Inv. Method

20

Latitude DD

35.961697

Longitude DD

-96.22925

ODOT County Number

19

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

32086

x

-10712191.1094186

y

4295352.21744092

31664 6504 0749 X 31664 U.S. 283 DEAD WARRIOR CREEK 3-14ft.X11ft.X84ft. RCB SKEW 20 DEG RF 2020 35.715833 -99.694722 42 86 3 20 2 84 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 100 Very good (8) Not applicable (N) Not applicable (N) Not applicable (N) Very good (8) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 2100 2022 5 Unmatched
Raw data
OBJECTID

32084

BRKEY

31664

NBI No.

31664

On Under

1

Structure No.

6504 0749 X

Control No.

004

Lane Ind.

Milepoint

07490

Facility Carried

U.S. 283

Feature Intersected

DEAD WARRIOR CREEK

Division

05

County

129

Location

7.4 N JCT S.H. 47

Sufficiency

100

Kind Hwy

2

Level Service

1

Route No.

00283

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

84

Bridge System

C

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

06 - Minor Arterial (Rural)

Year Built

2020

ADT Total

2100

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

20

No. Main Spans

3

Road Width

84

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

5

Appr. Roadway Width

32

Span Type Main

M

Material

1 - Concrete

Design

19

Length

42

Deck Width

86

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

8

Culv. Rating

8

Structure Rating

8

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

105

HS Inv. Rating Method

3

HS Inv. Method

81

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

2900

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31664

ODOT County

65

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-14ft.X11ft.X84ft. RCB SKEW 20 DEG RF

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:42:57

Longitude

-99:41:41

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

U.S. 283

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31664

Vault Link

http://plansrv1/bridgemaintvault/b31664

GIS FO/SD

Meets Standards

H Inv. Method

80.9

Latitude DD

35.715833

Longitude DD

-99.694722

ODOT County Number

65

Maint. Dist.

5

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

32084

x

-11097965.687817

y

4261590.55080919

31663 0614 1599 X 31663 S.H. 8 SALT CREEK 3-110ft. P.C. BEAM SPAN 40.0ft. CLR RDWY W/TR4 RAIL 2020 36.01 -98.316667 330 42 3 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 98.6 Very good (8) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 1300 2022 5 Unmatched
Raw data
OBJECTID

32083

BRKEY

31663

NBI No.

31663

On Under

1

Structure No.

0614 1599 X

Control No.

014

Lane Ind.

Milepoint

15990

Facility Carried

S.H. 8

Feature Intersected

SALT CREEK

Division

05

County

011

Location

7.3 S JCT S.H. 51

Sufficiency

98.6

Kind Hwy

3

Level Service

1

Route No.

00008

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2020

ADT Total

1300

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

330

Deck Width

42

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

2

Deck Rating

8

Super Rating

8

Sub Rating

8

Chan. Rating

7

Culv. Rating

N

Structure Rating

8

Deck Geometry

7

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

76

HS Inv. Rating Method

3

HS Inv. Method

46.7

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

1800

Future ADT Year

2042

Bypass Detour

14

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31663

ODOT County

06

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-110ft. P.C. BEAM SPAN 40.0ft. CLR RDWY W/TR4 RAIL

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

36:00:36

Longitude

-98:19:00

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

Roadway Name

S.H. 8

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

31663

Vault Link

http://plansrv1/bridgemaintvault/b31663

GIS FO/SD

Meets Standards

H Inv. Method

46.6

Latitude DD

36.01

Longitude DD

-98.316667

ODOT County Number

6

Maint. Dist.

5

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32083

x

-10944561.3069318

y

4301997.44387832

31662 0506 0689 X 31662 I-40 B ELK CREEK 35ft.-50ft.-35ft. WEATHERING STEEL BEAM SPAN W/5.5ft. SIDEWALKS 2021 35.411389 -99.402222 120 66 3 0 4 66 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 100 Very good (8) Excellent (9) Excellent (9) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 14 - Other Principal Arterial (Urban) B 14100 2022 5 Unmatched
Raw data
OBJECTID

32082

BRKEY

31662

NBI No.

31662

On Under

1

Structure No.

0506 0689 X

Control No.

006

Lane Ind.

Milepoint

06890

Facility Carried

I-40 B

Feature Intersected

ELK CREEK

Division

05

County

009

Location

.15 E JCT S.H. 6

Sufficiency

100

Kind Hwy

3

Level Service

6

Route No.

0040B

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

0

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

14 - Other Principal Arterial (Urban)

Year Built

2021

ADT Total

14100

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

3

Road Width

66

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

4

Fill RCB

Appr. Roadway Width

66

Span Type Main

M

Material

3 - Steel

Design

02

Length

120

Deck Width

66

Bridge Open Closed

A

TSF Rail

1

TSF Transition

N

TSF Appr. Guardrail

N

TSF Appr. Guardrail Ends

N

Appr. Roadway Cond.

2

Deck Rating

9

Super Rating

9

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

7

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

58

HS Inv. Rating Method

3

HS Inv. Method

44.7

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

21200

Future ADT Year

2042

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

35

Narrow or 1 Lane

N

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31662

ODOT County

05

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

1

DK Surf. Type

1

Lft. Curb SW

5.67

Rt. Curb SW

5.67

Description

35ft.-50ft.-35ft. WEATHERING STEEL BEAM SPAN W/5.5ft. SIDEWALKS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

35:24:41

Longitude

-99:24:08

I257A

1

I257B

1

I257C

0

I257D

1

I257E

1

I263

Roadway Name

I-40 Bus

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

6 - Business

Historical Significance

5

Local Bridge ID

NBI Text

31662

Vault Link

http://plansrv1/bridgemaintvault/b31662

GIS FO/SD

Meets Standards

H Inv. Method

44.6

Latitude DD

35.411389

Longitude DD

-99.402222

ODOT County Number

5

Maint. Dist.

5

HPMS Functional Class

3

Rural/Urban

Urban

ARC_ID_NUM

32082

x

-11065404.7367599

y

4219928.75767947

31661 6916 1112 X 31661 S.H. 53 MUD CREEK 3-110ft. PCB (30 SKEW ) 40ft. CLR RDWY W/TR-4 2020 34.347222 -97.781944 330 42.2 3 30 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 98.9 Very good (8) Good (7) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 600 2022 5 Unmatched
Raw data
OBJECTID

32081

BRKEY

31661

NBI No.

31661

On Under

1

Structure No.

6916 1112 X

Control No.

016

Lane Ind.

Milepoint

11120

Facility Carried

S.H. 53

Feature Intersected

MUD CREEK

Division

07

County

137

Location

11.2 E JCT U.S. 81

Sufficiency

98.9

Kind Hwy

3

Level Service

1

Route No.

00053

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2020

ADT Total

600

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

30

No. Main Spans

3

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

330

Deck Width

42.2

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

0

Deck Rating

7

Super Rating

8

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

8

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

82.9

HS Inv. Rating Method

3

HS Inv. Method

55.1

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

800

Future ADT Year

2042

Bypass Detour

24.2

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31661

ODOT County

69

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

0

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-110ft. PCB (30 SKEW ) 40ft. CLR RDWY W/TR-4

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

34:20:50

Longitude

-97:46:55

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 53

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

38

NBI Text

31661

Vault Link

http://plansrv1/bridgemaintvault/b31661

GIS FO/SD

Meets Standards

H Inv. Method

55

Latitude DD

34.347222

Longitude DD

-97.781944

ODOT County Number

69

Maint. Dist.

7

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32081

x

-10885036.2148564

y

4075521.29442948

31660 6916 1102 X 31660 S.H. 53 MUD CREEK O'FLOW 100ft. PCB 40ft. CLR RDWY, W/TR-4 RAIL 2020 34.347222 -97.783611 100 42.2 1 0 2 40 5 - Prestressed Concrete Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 98.9 Very good (8) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 600 2022 5 Unmatched
Raw data
OBJECTID

32080

BRKEY

31660

NBI No.

31660

On Under

1

Structure No.

6916 1102 X

Control No.

016

Lane Ind.

Milepoint

11020

Facility Carried

S.H. 53

Feature Intersected

MUD CREEK O'FLOW

Division

07

County

137

Location

11.1 E OF JCT U.S. 81

Sufficiency

98.9

Kind Hwy

3

Level Service

1

Route No.

00053

Service Type On

1

Service Type Off

9

Vertical Clearance

_

Horizontal Clearance

40

Bridge System

B

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

2020

ADT Total

600

ADT Year

2022

Design Load

NO VALUE GIVEN

Skew

0

No. Main Spans

1

Road Width

40

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

5 - Prestressed Concrete

Design

02

Length

100

Deck Width

42.2

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

8

Super Rating

8

Sub Rating

8

Chan. Rating

8

Culv. Rating

N

Structure Rating

8

Deck Geometry

8

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

3

HS Operating Rating

88.8

HS Inv. Rating Method

3

HS Inv. Method

62.1

H Operating Rating

3

H Inv. Rating Method

3

Future ADT

800

Future ADT Year

2042

Bypass Detour

24.2

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

Max Measured Clearance

Min Measured Clearance

NBI Rating

31660

ODOT County

69

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

0

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

100ft. PCB 40ft. CLR RDWY, W/TR-4 RAIL

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

H Index

Latitude

34:20:50

Longitude

-97:47:01

I257A

I257B

I257C

I257D

I257E

I263

Roadway Name

S.H. 53

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

37

NBI Text

31660

Vault Link

http://plansrv1/bridgemaintvault/b31660

GIS FO/SD

Meets Standards

H Inv. Method

62

Latitude DD

34.347222

Longitude DD

-97.783611

ODOT County Number

69

Maint. Dist.

7

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

32080

x

-10885221.7844475

y

4075521.29442948