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
13678 3910 0232 X 13678 Latimer S.H. 2 FOURCHE MALINE CREEK 3910 0232 X (64ft.-80ft.-64ft. CONT.) 1956 34.94269167 -95.34116944 391 30 3 0 2 28 4 - Steel Continuous Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 64.8 Fair (5) Fair (5) Fair (5) Fair (5) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) B 1900 2022 5 Unmatched
Raw data
OBJECTID

14199

BRKEY

13678

NBI No.

13678

On Under

1

Structure No.

3910 0232 X

Control No.

010

Lane Ind.

Milepoint

02320

Facility Carried

S.H. 2

Feature Intersected

FOURCHE MALINE CREEK

Division

02

County

077

Location

2.3 MI N JCT US270

Sufficiency

64.8

Kind Hwy

3

Level Service

1

Route No.

00002

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

28

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

1956

ADT Total

1900

ADT Year

2022

Design Load

H 20

Skew

0

No. Main Spans

3

Road Width

28

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

28

Span Type Main

M

Material

4 - Steel Continuous

Design

02

Length

391

Deck Width

30

Bridge Open Closed

A

TSF Rail

1

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

3

Deck Rating

5

Super Rating

5

Sub Rating

5

Chan. Rating

6

Culv. Rating

N

Structure Rating

5

Deck Geometry

5

Underclearance

N

Bridge Posting

5

Waterway Adequacy

6

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

51

HS Inv. Rating Method

1

HS Inv. Method

31

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

3040

Future ADT Year

2042

Bypass Detour

57.166149

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13678

ODOT County

39

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

1

Lft. Curb SW

1

Rt. Curb SW

1

Description

(64ft.-80ft.-64ft. CONT.)

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

3910 0232 X

H Index

65.4238

Latitude

34:56:33.69

Longitude

-95:20:28.21

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

S.H. 2

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

031

NBI Text

13678

Vault Link

http://plansrv1/bridgemaintvault/b13678

GIS FO/SD

Meets Standards

H Inv. Method

24

Latitude DD

34.94269167

Longitude DD

-95.34116944

ODOT County Number

39

Maint. Dist.

2

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

14199

x

-10613330.433696

y

4156095.89555591

13677 5147 0292SX 13677 Muskogee U.S. 62 EB UP R.R. UNDER 5147 0292SX 7-53ft. I-BM. SPANS SK. 45 DEG. 1956 35.77031389 -95.35029167 375 33 7 45 2 30 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 80 Satisfactory (6) Good (7) Satisfactory (6) Satisfactory (6) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 14 - Other Principal Arterial (Urban) C 12500 2022 5 Unmatched
Raw data
OBJECTID

14198

BRKEY

13677

NBI No.

13677

On Under

1

Structure No.

5147 0292SX

Control No.

047

Lane Ind.

S

Milepoint

02920

Facility Carried

U.S. 62 EB

Feature Intersected

UP R.R. UNDER

Division

01

County

101

Location

3.2 MI E JCT US 69

Sufficiency

80

Kind Hwy

2

Level Service

1

Route No.

00062

Service Type On

1

Service Type Off

2

Vertical Clearance

N

Horizontal Clearance

30

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

1956

ADT Total

12500

ADT Year

2022

Design Load

H 20

Skew

45

No. Main Spans

7

Road Width

30

Ref. Underclearance Rt.

R

Underclearance Right

15.7

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

37.999

Span Type Main

M

Material

3 - Steel

Design

02

Length

375

Deck Width

33

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

7

Super Rating

6

Sub Rating

6

Chan. Rating

N

Culv. Rating

N

Structure Rating

6

Deck Geometry

4

Underclearance

6

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

52

HS Inv. Rating Method

1

HS Inv. Method

31

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

20000

Future ADT Year

2042

Bypass Detour

0.1

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

N

Max Measured Clearance

2204

Min Measured Clearance

2202

NBI Rating

13677

ODOT County

51

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

0

Lft. Curb SW

0

Rt. Curb SW

0

Description

7-53ft. I-BM. SPANS SK. 45 DEG.

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

5147 0292SX

H Index

87.1813

Latitude

35:46:13.13

Longitude

-95:21:01.05

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

U.S. 62 EB

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13677

Vault Link

http://plansrv1/bridgemaintvault/b13677

GIS FO/SD

Meets Standards

H Inv. Method

24

Latitude DD

35.77031389

Longitude DD

-95.35029167

ODOT County Number

51

Maint. Dist.

1

HPMS Functional Class

3

Rural/Urban

Urban

ARC_ID_NUM

14198

x

-10614345.9156945

y

4269062.76875789

13676 6810 2052NX 13676 Sequoyah U.S. 64 EB GENERAL O'FLOW 6810 2052NX (7) 40ft. I-BEAM 1956 35.40404167 -94.45049444 281.001 31.001 7 0 2 27.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 76.5 Satisfactory (6) Fair (5) Satisfactory (6) Satisfactory (6) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 14 - Other Principal Arterial (Urban) C 11350 2022 5 Unmatched
Raw data
OBJECTID

14197

BRKEY

13676

NBI No.

13676

On Under

1

Structure No.

6810 2052NX

Control No.

010

Lane Ind.

N

Milepoint

20520

Facility Carried

U.S. 64 EB

Feature Intersected

GENERAL O'FLOW

Division

01

County

135

Location

0.1 W JCT US-64D

Sufficiency

76.5

Kind Hwy

2

Level Service

1

Route No.

00064

Service Type On

1

Service Type Off

9

Vertical Clearance

N

Horizontal Clearance

27.999

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

1956

ADT Total

11350

ADT Year

2022

Design Load

H 20

Skew

0

No. Main Spans

7

Road Width

27.999

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

53.999

Span Type Main

M

Material

3 - Steel

Design

02

Length

281.001

Deck Width

31.001

Bridge Open Closed

A

TSF Rail

0

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

3

Deck Rating

5

Super Rating

6

Sub Rating

6

Chan. Rating

7

Culv. Rating

N

Structure Rating

6

Deck Geometry

3

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

7

HS Operating Rating Method

1

HS Operating Rating

50.86

HS Inv. Rating Method

1

HS Inv. Method

30.45

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

18160

Future ADT Year

2042

Bypass Detour

0.124274

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

13676

ODOT County

68

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

1

DK Memb. Type

0

DK Protect.

0

DK Surf. Type

0

Lft. Curb SW

1.499

Rt. Curb SW

1.499

Description

(7) 40ft. I-BEAM

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

6810 2052NX

H Index

86.5583

Latitude

35:24:14.55

Longitude

-94:27:01.78

I257A

1

I257B

1

I257C

1

I257D

1

I257E

0

I263

0

Roadway Name

U.S. 64

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

10-2052N

NBI Text

13676

Vault Link

http://plansrv1/bridgemaintvault/b13676

GIS FO/SD

FO

H Inv. Method

21.71

Latitude DD

35.40404167

Longitude DD

-94.45049444

ODOT County Number

68

Maint. Dist.

1

HPMS Functional Class

3

Rural/Urban

Urban

ARC_ID_NUM

14197

x

-10514180.9462337

y

4218925.25942454

13873 1801T1138 X 13873 Craig WILL ROGERS TPI-44 U.S. 60 UNDER 1801T1136 X 36ft.,2-45ft.,36ft. I-BM S 1957 36.62976111 -95.13668889 164.042 102.999 4 17 6 87.5 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 81.8 Fair (5) Good (7) Satisfactory (6) Fair (5) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 19900 2022 5 Unmatched
Raw data
OBJECTID

14190

BRKEY

13873

NBI No.

13873

On Under

1

Structure No.

1801T1138 X

Control No.

001

Lane Ind.

Milepoint

11380

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

U.S. 60 UNDER

Division

08

County

035

Location

6.5 MI E JCT SH 66

Sufficiency

81.8

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

44.199

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1957

ADT Total

19900

ADT Year

2022

Design Load

HS 20

Skew

17

No. Main Spans

4

Road Width

87.5

Ref. Underclearance Rt.

H

Underclearance Right

7.201

Underclearance Left

9.003

Deck Structure Type

1

No. Lanes

6

Fill RCB

Appr. Roadway Width

81.001

Span Type Main

M

Material

3 - Steel

Design

02

Length

164.042

Deck Width

102.999

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

6

Sub Rating

5

Chan. Rating

N

Culv. Rating

N

Structure Rating

5

Deck Geometry

5

Underclearance

4

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

103

HS Inv. Rating Method

1

HS Inv. Method

61.8

H Operating Rating

1

H Inv. Rating Method

2

Future ADT

31840

Future ADT Year

2042

Bypass Detour

1.242742

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1504

Max Measured Clearance

1605

Min Measured Clearance

1509

NBI Rating

13873

ODOT County

18

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

36ft.,2-45ft.,36ft. I-BM S

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

1801T1136 X

H Index

86.0321

Latitude

36:37:47.14

Longitude

-95:08:12.08

I257A

1

I257B

1

I257C

0

I257D

1

I257E

0

I263

2

Roadway Name

WILL ROGERS 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

48.04

NBI Text

13873

Vault Link

http://plansrv1/bridgemaintvault/b13873

GIS FO/SD

Meets Standards

H Inv. Method

46.1

Latitude DD

36.62976111

Longitude DD

-95.13668889

ODOT County Number

18

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14190

x

-10590567.7629929

y

4387625.14319789

13872 1801T1223 X 13872 Craig CO. RD. N4420 WILL ROGERS TP I-44 UND 1801T1220 X 36ft.,2-45ft.,36ft. I-BM S 1957 36.638175 -95.125225 164.042 21.699 4 20 2 17.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 83.7 Satisfactory (6) Satisfactory (6) Satisfactory (6) Satisfactory (6) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 100 2022 5 Unmatched
Raw data
OBJECTID

14189

BRKEY

13872

NBI No.

13872

On Under

1

Structure No.

1801T1223 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. N4420

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

035

Location

44.88 MI.NE OF TP.GATE

Sufficiency

83.7

Kind Hwy

4

Level Service

1

Route No.

1820C

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

17.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1957

ADT Total

100

ADT Year

2022

Design Load

H 15

Skew

20

No. Main Spans

4

Road Width

17.999

Ref. Underclearance Rt.

H

Underclearance Right

8.002

Underclearance Left

4.003

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

22.001

Span Type Main

M

Material

3 - Steel

Design

02

Length

164.042

Deck Width

21.699

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

6

Super Rating

6

Sub Rating

6

Chan. Rating

N

Culv. Rating

N

Structure Rating

6

Deck Geometry

4

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

6

HS Operating Rating Method

1

HS Operating Rating

47.8

HS Inv. Rating Method

1

HS Inv. Method

28.7

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

160

Future ADT Year

2042

Bypass Detour

8.077825

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1509

Max Measured Clearance

1509

Min Measured Clearance

1509

NBI Rating

13872

ODOT County

18

Nav. Control

N

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

36ft.,2-45ft.,36ft. I-BM S

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

1801T1220 X

H Index

89.0087

Latitude

36:38:17.43

Longitude

-95:07:30.81

I257A

0

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

CO. RD. N4420

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

48.88

NBI Text

13872

Vault Link

http://plansrv1/bridgemaintvault/b13872

GIS FO/SD

FO

H Inv. Method

21.3

Latitude DD

36.638175

Longitude DD

-95.125225

ODOT County Number

18

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14189

x

-10589291.6085956

y

4388792.33588947

13871 5801R1360 X 13871 Ottawa S.H. 125 WILL ROGERS TP I-44 UND 5801T1360 X 33ft.,2-42ft.,33ft. I-BM. 1957 36.66 -94.853333 166.995 27.001 4 21 2 26.001 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 45.4 Critical (2) Good (7) Good (7) Good (7) Not applicable (N) NO VALUE GIVEN NO VALUE GIVEN 1 - On Highway 01 - Principal Arterial Interstate (Rural) W 14230 2002 5 Unmatched
Raw data
OBJECTID

14188

BRKEY

13871

NBI No.

13871

On Under

1

Structure No.

5801R1360 X

Control No.

Lane Ind.

Milepoint

Facility Carried

S.H. 125

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

115

Location

6.8 MI N US60

Sufficiency

45.4

Kind Hwy

3

Level Service

1

Route No.

00125

Service Type On

1

Service Type Off

1

Vertical Clearance

N

Horizontal Clearance

26.001

Bridge System

W

Owner

NO VALUE GIVEN

Custodian

NO VALUE GIVEN

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1957

ADT Total

14230

ADT Year

2002

Design Load

H 15

Skew

21

No. Main Spans

4

Road Width

26.001

Ref. Underclearance Rt.

H

Underclearance Right

10

Underclearance Left

6.001

Deck Structure Type

1

No. Lanes

2

Fill RCB

99

Appr. Roadway Width

26.001

Span Type Main

M

Material

3 - Steel

Design

02

Length

166.995

Deck Width

27.001

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

7

Sub Rating

7

Chan. Rating

N

Culv. Rating

N

Structure Rating

2

Deck Geometry

2

Underclearance

6

Bridge Posting

1

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

136

HS Inv. Rating Method

2

HS Inv. Method

146

H Operating Rating

1

H Inv. Rating Method

2

Future ADT

22768

Future ADT Year

2022

Bypass Detour

1.864114

School Bus Rte.

0

Posted Weight

100

Posted Speed Limit

99

Narrow or 1 Lane

Y

Advanced Warning Sign

Y

Existing Posting

1505

Max Measured Clearance

1507

Min Measured Clearance

1506

NBI Rating

13871

ODOT County

58

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

33ft.,2-42ft.,33ft. I-BM.

Route Flag

Status Flag

V

On Off System

1

Frontage Ind.

Alt. Structure Name

5801T1360 X

H Index

95.7922

Latitude

36:39:36

Longitude

-94:51:12

I257A

1

I257B

1

I257C

1

I257D

1

I257E

3

I263

1

Roadway Name

S.H. 125

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

123456789

NBI Text

13871

Vault Link

http://plansrv1/bridgemaintvault/b13871

GIS FO/SD

FO

H Inv. Method

160

Latitude DD

36.66

Longitude DD

-94.853333

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14188

x

-10559024.7296048

y

4391820.54057892

13870 1801T0640 X 13870 Craig WILL ROGERS TPI-44 WHITE OAK CREEK 1801T0640 X 51ft.,60ft.,51ft. I-BM SPA 1957 36.58305556 -95.202675 164.042 77.001 3 20 4 73.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 91 Satisfactory (6) Satisfactory (6) Satisfactory (6) Satisfactory (6) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 19700 2022 5 Unmatched
Raw data
OBJECTID

14187

BRKEY

13870

NBI No.

13870

On Under

1

Structure No.

1801T0640 X

Control No.

001

Lane Ind.

Milepoint

06400

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

WHITE OAK CREEK

Division

08

County

035

Location

42.99 MI.NE OF TP GATE

Sufficiency

91

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

73.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1957

ADT Total

19700

ADT Year

2022

Design Load

HS 20

Skew

20

No. Main Spans

3

Road Width

73.999

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

1

No. Lanes

4

Fill RCB

Appr. Roadway Width

82.999

Span Type Main

M

Material

3 - Steel

Design

02

Length

164.042

Deck Width

77.001

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

6

Super Rating

6

Sub Rating

6

Chan. Rating

8

Culv. Rating

N

Structure Rating

6

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

99.2

HS Inv. Rating Method

1

HS Inv. Method

59.5

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

31520

Future ADT Year

2042

Bypass Detour

1.242742

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13870

ODOT County

18

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

3

DK Memb. Type

0

DK Protect.

0

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

51ft.,60ft.,51ft. I-BM SPA

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

1801T0640 X

H Index

92.1238

Latitude

36:34:59

Longitude

-95:12:09.63

I257A

1

I257B

1

I257C

0

I257D

1

I257E

0

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

42.99

NBI Text

13870

Vault Link

http://plansrv1/bridgemaintvault/b13870

GIS FO/SD

Meets Standards

H Inv. Method

47.5

Latitude DD

36.58305556

Longitude DD

-95.202675

ODOT County Number

18

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14187

x

-10597913.3031575

y

4381148.36553965

13869 5801T2670 X 13869 Ottawa CO. RD. N4655 WILL ROGERS TP I-44 UND 5801T2670 X 34ft., 3-45ft. I-BEAM SPANS 1957 36.94883611 -94.67739167 168.963 21.699 4 20 2 17.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 85.9 Satisfactory (6) Satisfactory (6) Satisfactory (6) Good (7) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 100 2022 5 Unmatched
Raw data
OBJECTID

14186

BRKEY

13869

NBI No.

13869

On Under

1

Structure No.

5801T2670 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. N4655

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

115

Location

83.90 MI NE OF TP GATE

Sufficiency

85.9

Kind Hwy

4

Level Service

1

Route No.

5844C

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

17.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1957

ADT Total

100

ADT Year

2022

Design Load

H 15

Skew

20

No. Main Spans

4

Road Width

17.999

Ref. Underclearance Rt.

H

Underclearance Right

9.003

Underclearance Left

5

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

20

Span Type Main

M

Material

3 - Steel

Design

02

Length

168.963

Deck Width

21.699

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

6

Super Rating

6

Sub Rating

7

Chan. Rating

N

Culv. Rating

N

Structure Rating

6

Deck Geometry

4

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

7

HS Operating Rating Method

1

HS Operating Rating

63.1

HS Inv. Rating Method

1

HS Inv. Method

37.8

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

160

Future ADT Year

2042

Bypass Detour

8.077825

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

35

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1604

Max Measured Clearance

1604

Min Measured Clearance

1506

NBI Rating

13869

ODOT County

58

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

0

DK Protect.

0

DK Surf. Type

6

Lft. Curb SW

0

Rt. Curb SW

0

Description

34ft., 3-45ft. I-BEAM SPANS

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

5801T2670 X

H Index

90.8768

Latitude

36:56:55.81

Longitude

-94:40:38.61

I257A

0

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

N4655

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

83.90

NBI Text

13869

Vault Link

http://plansrv1/bridgemaintvault/b13869

GIS FO/SD

FO

H Inv. Method

29.5

Latitude DD

36.94883611

Longitude DD

-94.67739167

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14186

x

-10539439.0303397

y

4431977.59822671

13868 1801T0550 X 13868 Craig CO. RD. EW031 WILL ROGERS TP I-44 UND 1801T0550 X 33ft.-55ft.-43ft.-33ft. I-BM 1957 36.56836944 -95.21267778 166.01 21.699 4 0 2 17.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 78.8 Satisfactory (6) Satisfactory (6) Satisfactory (6) Satisfactory (6) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 100 2022 5 Unmatched
Raw data
OBJECTID

14185

BRKEY

13868

NBI No.

13868

On Under

1

Structure No.

1801T0550 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. EW031

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

035

Location

41.81 MI NE OF TP GATE

Sufficiency

78.8

Kind Hwy

4

Level Service

1

Route No.

1824C

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

17.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1957

ADT Total

100

ADT Year

2022

Design Load

H 15

Skew

0

No. Main Spans

4

Road Width

17.999

Ref. Underclearance Rt.

H

Underclearance Right

8.002

Underclearance Left

4.003

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

40

Span Type Main

M

Material

3 - Steel

Design

02

Length

166.01

Deck Width

21.699

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

Deck Rating

6

Super Rating

6

Sub Rating

6

Chan. Rating

N

Culv. Rating

N

Structure Rating

6

Deck Geometry

4

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

7

HS Operating Rating Method

1

HS Operating Rating

45.2

HS Inv. Rating Method

1

HS Inv. Method

27.1

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

160

Future ADT Year

2042

Bypass Detour

8.077825

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

35

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1508

Max Measured Clearance

1508

Min Measured Clearance

1508

NBI Rating

13868

ODOT County

18

Nav. Control

N

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

33ft.-55ft.-43ft.-33ft. I-BM

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

1801T0550 X

H Index

84.7988

Latitude

36:34:06.13

Longitude

-95:12:45.64

I257A

0

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

CO. RD. EW031

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

41.81

NBI Text

13868

Vault Link

http://plansrv1/bridgemaintvault/b13868

GIS FO/SD

FO

H Inv. Method

22.4

Latitude DD

36.56836944

Longitude DD

-95.21267778

ODOT County Number

18

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14185

x

-10599026.8075336

y

4379112.61383344

13675 6630T1210 X 13675 Rogers WILL ROGERS TPI-44 S.H. 88 & UP R.R. UNDER 6630T1210 X 50ft.,2-80ft.,50ft. CONT. 1956 36.29616389 -95.60233611 259.843 77.001 4 9 4 73.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 71 Satisfactory (6) Satisfactory (6) Satisfactory (6) Satisfactory (6) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 23500 2022 5 Unmatched
Raw data
OBJECTID

14178

BRKEY

13675

NBI No.

13675

On Under

1

Structure No.

6630T1210 X

Control No.

030

Lane Ind.

Milepoint

12100

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

S.H. 88 & UP R.R. UNDER

Division

08

County

131

Location

1.4 MI S JCT. SH 66

Sufficiency

71

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

4

Vertical Clearance

Y

Horizontal Clearance

73.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1956

ADT Total

23500

ADT Year

2022

Design Load

HS 20

Skew

9

No. Main Spans

4

Road Width

73.999

Ref. Underclearance Rt.

H

Underclearance Right

8.002

Underclearance Left

10

Deck Structure Type

1

No. Lanes

4

Fill RCB

0

Appr. Roadway Width

81.001

Span Type Main

M

Material

3 - Steel

Design

02

Length

259.843

Deck Width

77.001

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

6

Super Rating

6

Sub Rating

6

Chan. Rating

N

Culv. Rating

N

Structure Rating

6

Deck Geometry

9

Underclearance

4

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

53.3

HS Inv. Rating Method

1

HS Inv. Method

32

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

37600

Future ADT Year

2042

Bypass Detour

123.652866

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

2500

Max Measured Clearance

2508

Min Measured Clearance

2503

NBI Rating

13675

ODOT County

66

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

2

DK Memb. Type

0

DK Protect.

0

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

50ft.,2-80ft.,50ft. CONT.

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

6630T1210 X

H Index

83.7204

Latitude

36:17:46.19

Longitude

-95:36:08.41

I257A

1

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

WILL ROGERS 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

12.67

NBI Text

13675

Vault Link

http://plansrv1/bridgemaintvault/b13675

GIS FO/SD

Meets Standards

H Inv. Method

24.9

Latitude DD

36.29616389

Longitude DD

-95.60233611

ODOT County Number

66

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14178

x

-10642403.3744126

y

4341449.96301336

13673 4941T0320 X 13673 Mayes CO. RD. N4270 WILL ROGERS TP I-44 UND 4941T0320 X 63ft.,2-61ft.,45ft. I-BM S 1956 36.41634444 -95.40100278 231.955 29.701 4 45 2 23.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 81.8 Fair (5) Satisfactory (6) Fair (5) Satisfactory (6) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 100 2022 5 Unmatched
Raw data
OBJECTID

14176

BRKEY

13673

NBI No.

13673

On Under

1

Structure No.

4941T0320 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. N4270

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

097

Location

7 MI W 1.4 S ADAIR CO

Sufficiency

81.8

Kind Hwy

4

Level Service

1

Route No.

04918

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

40

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1956

ADT Total

100

ADT Year

2022

Design Load

H 20

Skew

45

No. Main Spans

4

Road Width

23.999

Ref. Underclearance Rt.

H

Underclearance Right

8.002

Underclearance Left

5

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

22.001

Span Type Main

M

Material

3 - Steel

Design

02

Length

231.955

Deck Width

29.701

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

6

Super Rating

5

Sub Rating

6

Chan. Rating

N

Culv. Rating

N

Structure Rating

5

Deck Geometry

6

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

6

HS Operating Rating Method

1

HS Operating Rating

58.643

HS Inv. Rating Method

1

HS Inv. Method

35.054

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

160

Future ADT Year

2042

Bypass Detour

6.213712

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1604

Max Measured Clearance

1604

Min Measured Clearance

1500

NBI Rating

13673

ODOT County

49

Nav. Control

N

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

63ft.,2-61ft.,45ft. I-BM S

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

4941T0320 X

H Index

86.4372

Latitude

36:24:58.84

Longitude

-95:24:03.61

I257A

0

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

N4270

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

27.10

NBI Text

13673

Vault Link

http://plansrv1/bridgemaintvault/b13673

GIS FO/SD

FO

H Inv. Method

27.558

Latitude DD

36.41634444

Longitude DD

-95.40100278

ODOT County Number

49

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14176

x

-10619991.0506373

y

4358061.99318831

13672 6810 1852NX 13672 Sequoyah U.S. 64 WB GENERAL O'FLOW 6810 1852NX (5) 40ft. WF BEAM 1956 35.40507778 -94.48590278 201.001 31.001 5 0 2 27.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 74.8 Satisfactory (6) Fair (5) Satisfactory (6) Satisfactory (6) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 11150 2022 5 Unmatched
Raw data
OBJECTID

14175

BRKEY

13672

NBI No.

13672

On Under

1

Structure No.

6810 1852NX

Control No.

010

Lane Ind.

N

Milepoint

18520

Facility Carried

U.S. 64 WB

Feature Intersected

GENERAL O'FLOW

Division

01

County

135

Location

2.2 E JCT I-40

Sufficiency

74.8

Kind Hwy

2

Level Service

1

Route No.

00064

Service Type On

1

Service Type Off

9

Vertical Clearance

N

Horizontal Clearance

27.999

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

1956

ADT Total

11150

ADT Year

2022

Design Load

H 20

Skew

0

No. Main Spans

5

Road Width

27.999

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

53.999

Span Type Main

M

Material

3 - Steel

Design

02

Length

201.001

Deck Width

31.001

Bridge Open Closed

A

TSF Rail

0

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

3

Deck Rating

5

Super Rating

6

Sub Rating

6

Chan. Rating

7

Culv. Rating

N

Structure Rating

6

Deck Geometry

3

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

7

HS Operating Rating Method

1

HS Operating Rating

48

HS Inv. Rating Method

1

HS Inv. Method

28.8

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

17840

Future ADT Year

2042

Bypass Detour

0.124274

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

13672

ODOT County

68

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

1

DK Memb. Type

3

DK Protect.

0

DK Surf. Type

0

Lft. Curb SW

1.499

Rt. Curb SW

1.499

Description

(5) 40ft. WF BEAM

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

6810 1852NX

H Index

74.8005

Latitude

35:24:18.28

Longitude

-94:29:09.25

I257A

1

I257B

1

I257C

1

I257D

1

I257E

0

I263

0

Roadway Name

U.S. 64

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

10-1852N

NBI Text

13672

Vault Link

http://plansrv1/bridgemaintvault/b13672

GIS FO/SD

FO

H Inv. Method

20.2

Latitude DD

35.40507778

Longitude DD

-94.48590278

ODOT County Number

68

Maint. Dist.

1

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

14175

x

-10518122.5846123

y

4219066.7657774

13671 1514 0144 X 13671 Coal S.H. 43 MUDDY BOGGY CREEK O'FLOW 1514 0144 X 5-40ft. I-BM SPANS 1956 34.532514 -96.191761 202.1 32 5 30 2 30 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 91.9 Satisfactory (6) Good (7) Good (7) Satisfactory (6) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 1100 2022 5 Unmatched
Raw data
OBJECTID

14174

BRKEY

13671

NBI No.

13671

On Under

1

Structure No.

1514 0144 X

Control No.

014

Lane Ind.

Milepoint

01440

Facility Carried

S.H. 43

Feature Intersected

MUDDY BOGGY CREEK O'FLOW

Division

03

County

029

Location

1.5 MI E US75

Sufficiency

91.9

Kind Hwy

3

Level Service

1

Route No.

00043

Service Type On

1

Service Type Off

9

Vertical Clearance

N

Horizontal Clearance

30

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

1956

ADT Total

1100

ADT Year

2022

Design Load

H 20

Skew

30

No. Main Spans

5

Road Width

30

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

30

Span Type Main

M

Material

3 - Steel

Design

02

Length

202.1

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.

1

Deck Rating

7

Super Rating

7

Sub Rating

6

Chan. Rating

7

Culv. Rating

N

Structure Rating

6

Deck Geometry

5

Underclearance

N

Bridge Posting

5

Waterway Adequacy

6

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

55

HS Inv. Rating Method

1

HS Inv. Method

33

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

1760

Future ADT Year

2042

Bypass Detour

22.990734

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13671

ODOT County

15

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

5-40ft. I-BM SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

1514 0144 X

H Index

82.7516

Latitude

34:31:57.05

Longitude

-96:11:30.34

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

S.H. 43

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

13671

Vault Link

http://plansrv1/bridgemaintvault/b13671

GIS FO/SD

Meets Standards

H Inv. Method

25

Latitude DD

34.532514

Longitude DD

-96.191761

ODOT County Number

15

Maint. Dist.

3

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14174

x

-10708017.8530283

y

4100531.75138294

13670 3142R0597 X 13670 Haskell S.H. 2 BEAVER CREEK 3142 0597 X 80FT PONY TRUSS/W 1956 35.12280278 -95.26359722 189.961 30 1 0 2 27.999 3 - Steel Truss — Thru (10) M Concrete cast-in-place (1) Open, no restriction (A) 50 Fair (5) Fair (5) Fair (5) Fair (5) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) B 1900 2014 5 Unmatched
Raw data
OBJECTID

14173

BRKEY

13670

NBI No.

13670

On Under

1

Structure No.

3142R0597 X

Control No.

042

Lane Ind.

Milepoint

05970

Facility Carried

S.H. 2

Feature Intersected

BEAVER CREEK

Division

01

County

061

Location

1.3 MI W JCT SH31(KINTA)

Sufficiency

50

Kind Hwy

3

Level Service

1

Route No.

00002

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

27.999

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

1956

ADT Total

1900

ADT Year

2014

Design Load

H 20

Skew

0

No. Main Spans

1

Road Width

27.999

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

-1

Appr. Roadway Width

30

Span Type Main

M

Material

3 - Steel

Design

10

Length

189.961

Deck Width

30

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

5

Super Rating

5

Sub Rating

5

Chan. Rating

7

Culv. Rating

N

Structure Rating

5

Deck Geometry

5

Underclearance

N

Bridge Posting

5

Waterway Adequacy

6

Approach Alignment

7

HS Operating Rating Method

1

HS Operating Rating

36.4

HS Inv. Rating Method

2

HS Inv. Method

20.4

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

3040

Future ADT Year

2034

Bypass Detour

29.825817

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

N

Max Measured Clearance

N

Min Measured Clearance

N

NBI Rating

13670

ODOT County

31

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

80FT PONY TRUSS/W

Route Flag

P

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

3142 0597 X

H Index

72.5462

Latitude

35:07:22.09

Longitude

-95:15:48.95

I257A

1

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

S.H. 2

Scour

8

Design Structure

10 - Truss - Thru

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13670

Vault Link

http://plansrv1/bridgemaintvault/b13670

GIS FO/SD

Meets Standards

H Inv. Method

14.6

Latitude DD

35.12280278

Longitude DD

-95.26359722

ODOT County Number

31

Maint. Dist.

1

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

14173

x

-10604695.1336659

y

4180582.09936537

13577 2228 1865 X 13577 Dewey S.H. 47 CREEK 2228 1865 X 2-10ft.X10ft.X76ft. RDY. R.C.B. 1956 35.82671667 -99.03323889 27.887 78.002 2 0 2 76.001 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 98.1 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 390 2022 5 Unmatched
Raw data
OBJECTID

14170

BRKEY

13577

NBI No.

13577

On Under

1

Structure No.

2228 1865 X

Control No.

028

Lane Ind.

Milepoint

18650

Facility Carried

S.H. 47

Feature Intersected

CREEK

Division

05

County

043

Location

18.6 MI E JCT S.H. 34

Sufficiency

98.1

Kind Hwy

3

Level Service

1

Route No.

00047

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

76.001

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

1956

ADT Total

390

ADT Year

2022

Design Load

HS 20

Skew

0

No. Main Spans

2

Road Width

76.001

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

9

Appr. Roadway Width

26.001

Span Type Main

M

Material

1 - Concrete

Design

19

Length

27.887

Deck Width

78.002

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

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

1

HS Operating Rating

99.97

HS Inv. Rating Method

1

HS Inv. Method

99.94

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

624

Future ADT Year

2042

Bypass Detour

52.19518

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13577

ODOT County

22

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

2-10ft.X10ft.X76ft. RDY. R.C.B.

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

2228 1865 X

H Index

96.7

Latitude

35:49:36.18

Longitude

-99:01:59.66

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

S.H. 47

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13577

Vault Link

http://plansrv1/bridgemaintvault/b13577

GIS FO/SD

Meets Standards

H Inv. Method

90.69

Latitude DD

35.82671667

Longitude DD

-99.03323889

ODOT County Number

22

Maint. Dist.

5

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14170

x

-11024329.7248434

y

4276803.9745408

13576 5801T1110 X 13576 Ottawa WILL ROGERS TPI-44 CREEK 5801T1110 X 2-12ft.X 8ft.X126ft. RC BOX SK 30 RF 1956 36.80898889 -94.87632778 28.901 127.999 2 30 4 126.001 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) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 18400 2022 5 Unmatched
Raw data
OBJECTID

14169

BRKEY

13576

NBI No.

13576

On Under

1

Structure No.

5801T1110 X

Control No.

001

Lane Ind.

Milepoint

11100

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

CREEK

Division

08

County

115

Location

68.20 MI NE OF TP GATE

Sufficiency

82

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

81.001

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1956

ADT Total

18400

ADT Year

2022

Design Load

H 15

Skew

30

No. Main Spans

2

Road Width

126.001

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

N

No. Lanes

4

Fill RCB

9

Appr. Roadway Width

81.001

Span Type Main

M

Material

1 - Concrete

Design

19

Length

28.901

Deck Width

127.999

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

6

Culv. Rating

8

Structure Rating

8

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

7

Approach Alignment

8

HS Operating Rating Method

0

HS Operating Rating

60.1

HS Inv. Rating Method

0

HS Inv. Method

36

H Operating Rating

0

H Inv. Rating Method

0

Future ADT

29440

Future ADT Year

2042

Bypass Detour

27.961703

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13576

ODOT County

58

Nav. Control

0

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

2-12ft.X 8ft.X126ft. RC BOX SK 30 RF

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

5801T1110 X

H Index

98.68

Latitude

36:48:32.36

Longitude

-94:52:34.78

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

68.20

NBI Text

13576

Vault Link

http://plansrv1/bridgemaintvault/b13576

GIS FO/SD

Meets Standards

H Inv. Method

20

Latitude DD

36.80898889

Longitude DD

-94.87632778

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14169

x

-10561584.4968053

y

4412515.63947632

13575 3610 1035 X 13575 Kay U.S. 77 CREEK 3610 1035 X 2-10ft. X 4ft. X 108ft. R.C. BOX SK. 60 DEG. RF W/ B.C. RAILS 1956 36.82881111 -97.06721667 23.976 0 2 30 4 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 64.5 Fair (5) Not applicable (N) Not applicable (N) Not applicable (N) Fair (5) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 8800 2022 5 Unmatched
Raw data
OBJECTID

14168

BRKEY

13575

NBI No.

13575

On Under

1

Structure No.

3610 1035 X

Control No.

010

Lane Ind.

Milepoint

10350

Facility Carried

U.S. 77

Feature Intersected

CREEK

Division

04

County

071

Location

10.3 MI N JCT US 60

Sufficiency

64.5

Kind Hwy

2

Level Service

1

Route No.

00077

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

99.9

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

1956

ADT Total

8800

ADT Year

2022

Design Load

HS 20

Skew

30

No. Main Spans

2

Road Width

0

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

4

Fill RCB

FG

Appr. Roadway Width

60

Span Type Main

M

Material

1 - Concrete

Design

19

Length

23.976

Deck Width

0

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

N

Super Rating

N

Sub Rating

N

Chan. Rating

7

Culv. Rating

5

Structure Rating

5

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

6

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

46.5

HS Inv. Rating Method

1

HS Inv. Method

27.9

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

14080

Future ADT Year

2042

Bypass Detour

3.106856

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

9999

Min Measured Clearance

9999

NBI Rating

13575

ODOT County

36

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

1

DK Memb. Type

N

DK Protect.

N

DK Surf. Type

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

2-10ft. X 4ft. X 108ft. R.C. BOX SK. 60 DEG. RF W/ B.C. RAILS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

3610 1035 X

H Index

65.4073

Latitude

36:49:43.72

Longitude

-97:04:01.98

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

U.S. 77

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

13575

Vault Link

http://plansrv1/bridgemaintvault/b13575

GIS FO/SD

Meets Standards

H Inv. Method

15.5

Latitude DD

36.82881111

Longitude DD

-97.06721667

ODOT County Number

36

Maint. Dist.

4

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

14168

x

-10805473.1324247

y

4415272.04983084

13574 4608 0864 X 13574 McIntosh U.S. 266 CREEK 4608 0864 X (2) 10ft. X 6ft. X 46ft. LONG RCB 1956 35.46420833 -95.3711 22.999 0 2 0 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 90.8 Satisfactory (6) Not applicable (N) Not applicable (N) Not applicable (N) Satisfactory (6) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) C 990 2022 5 Unmatched
Raw data
OBJECTID

14167

BRKEY

13574

NBI No.

13574

On Under

1

Structure No.

4608 0864 X

Control No.

008

Lane Ind.

Milepoint

08640

Facility Carried

U.S. 266

Feature Intersected

CREEK

Division

01

County

091

Location

1.0 W JCT I-40

Sufficiency

90.8

Kind Hwy

2

Level Service

1

Route No.

00266

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

43.999

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

1956

ADT Total

990

ADT Year

2022

Design Load

HS 20

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

FG

Appr. Roadway Width

43.999

Span Type Main

M

Material

1 - Concrete

Design

19

Length

22.999

Deck Width

0

Bridge Open Closed

A

TSF Rail

1

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

3

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

6

Culv. Rating

6

Structure Rating

6

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

7

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

46.5

HS Inv. Rating Method

1

HS Inv. Method

27.9

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

1584

Future ADT Year

2042

Bypass Detour

13.048795

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

13574

ODOT County

46

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) 10ft. X 6ft. X 46ft. LONG RCB

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

4608 0864 X

H Index

98.6062

Latitude

35:27:51.15

Longitude

-95:22:15.96

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

U.S. 266

Scour

4

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

08-0864

NBI Text

13574

Vault Link

http://plansrv1/bridgemaintvault/b13574

GIS FO/SD

Meets Standards

H Inv. Method

15.5

Latitude DD

35.46420833

Longitude DD

-95.3711

ODOT County Number

46

Maint. Dist.

1

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14167

x

-10616662.2883944

y

4227145.51631946

13867 6906 0618SX 13867 Stephens S.H. 7 HELL CREEK 6906 0618SX 50ft.-60ft.-50ft. I-BM. SPANS SK30 DEG. 1957 34.59432778 -98.03306389 162.1 31.001 3 30 2 28.701 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 80.9 Good (7) Very good (8) Very good (8) Very good (8) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 02 - Principal Arterial Other (Rural) B 4050 2022 5 Unmatched
Raw data
OBJECTID

14166

BRKEY

13867

NBI No.

13867

On Under

1

Structure No.

6906 0618SX

Control No.

006

Lane Ind.

S

Milepoint

06180

Facility Carried

S.H. 7

Feature Intersected

HELL CREEK

Division

07

County

137

Location

6.2 MI E COMANCHE CO

Sufficiency

80.9

Kind Hwy

3

Level Service

1

Route No.

00007

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

28.701

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

1957

ADT Total

4050

ADT Year

2022

Design Load

H 20

Skew

30

No. Main Spans

3

Road Width

28.701

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

28.7

Span Type Main

M

Material

3 - Steel

Design

02

Length

162.1

Deck Width

31.001

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

7

Deck Geometry

3

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

59.2

HS Inv. Rating Method

1

HS Inv. Method

35.4

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

6480

Future ADT Year

2042

Bypass Detour

0.099997

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Y

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13867

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

5

Lft. Curb SW

0

Rt. Curb SW

0

Description

50ft.-60ft.-50ft. I-BM. SPANS SK30 DEG.

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

6906 0618SX

H Index

96.0716

Latitude

34:35:39.58

Longitude

-98:01:59.03

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

S.H. 7

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

14

NBI Text

13867

Vault Link

http://plansrv1/bridgemaintvault/b13867

GIS FO/SD

FO

H Inv. Method

28.3

Latitude DD

34.59432778

Longitude DD

-98.03306389

ODOT County Number

69

Maint. Dist.

7

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

14166

x

-10912990.7531392

y

4108887.65885329

13866 6906 0576SX 13866 Stephens S.H. 7 LITTLE BEAVER CREEK O'FL 6906 0576SX 4-40ft. I-BM. SPANS 1957 34.5943 -98.04046111 161.099 31.001 4 0 2 27.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 79.9 Satisfactory (6) Satisfactory (6) Good (7) Satisfactory (6) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 02 - Principal Arterial Other (Rural) B 3750 2022 5 Unmatched
Raw data
OBJECTID

14165

BRKEY

13866

NBI No.

13866

On Under

1

Structure No.

6906 0576SX

Control No.

006

Lane Ind.

S

Milepoint

05760

Facility Carried

S.H. 7

Feature Intersected

LITTLE BEAVER CREEK O'FL

Division

07

County

137

Location

5.8 MI E COMANCHE CO

Sufficiency

79.9

Kind Hwy

3

Level Service

1

Route No.

00007

Service Type On

1

Service Type Off

9

Vertical Clearance

N

Horizontal Clearance

27.999

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

1957

ADT Total

3750

ADT Year

2022

Design Load

H 20

Skew

0

No. Main Spans

4

Road Width

27.999

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

28

Span Type Main

M

Material

3 - Steel

Design

02

Length

161.099

Deck Width

31.001

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

6

Super Rating

7

Sub Rating

6

Chan. Rating

8

Culv. Rating

N

Structure Rating

6

Deck Geometry

3

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

55.6

HS Inv. Rating Method

1

HS Inv. Method

33.3

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

6000

Future ADT Year

2042

Bypass Detour

0.1

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Y

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13866

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

4-40ft. I-BM. SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

6906 0576SX

H Index

90.319

Latitude

34:35:39.48

Longitude

-98:02:25.66

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

S.H. 7

Scour

8

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

13

NBI Text

13866

Vault Link

http://plansrv1/bridgemaintvault/b13866

GIS FO/SD

FO

H Inv. Method

23.5

Latitude DD

34.5943

Longitude DD

-98.04046111

ODOT County Number

69

Maint. Dist.

7

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

14165

x

-10913814.2079029

y

4108883.90219293

13865 5580 0430EX 13865 Oklahoma LINCOLN BLVD. DEEP FORK CREEK 5580 0430EX 55ft.-50ft.-55ft. I-BM. SPANS 1957 35.52726667 -97.50324722 162.001 47.3 3 0 3 44.301 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 83.9 Satisfactory (6) Satisfactory (6) Good (7) Satisfactory (6) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 14 - Other Principal Arterial (Urban) M 11000 2022 5 Unmatched
Raw data
OBJECTID

14164

BRKEY

13865

NBI No.

13865

On Under

1

Structure No.

5580 0430EX

Control No.

080

Lane Ind.

E

Milepoint

04300

Facility Carried

LINCOLN BLVD.

Feature Intersected

DEEP FORK CREEK

Division

04

County

109

Location

4.3 MI N OF I-235

Sufficiency

83.9

Kind Hwy

3

Level Service

1

Route No.

00000

Service Type On

1

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

44.301

Bridge System

M

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

14 - Other Principal Arterial (Urban)

Year Built

1957

ADT Total

11000

ADT Year

2022

Design Load

HS 20

Skew

0

No. Main Spans

3

Road Width

44.301

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

3

Fill RCB

Appr. Roadway Width

43.999

Span Type Main

M

Material

3 - Steel

Design

02

Length

162.001

Deck Width

47.3

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

6

Super Rating

7

Sub Rating

6

Chan. Rating

6

Culv. Rating

N

Structure Rating

6

Deck Geometry

5

Underclearance

N

Bridge Posting

5

Waterway Adequacy

6

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

84.437

HS Inv. Rating Method

1

HS Inv. Method

50.596

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

17600

Future ADT Year

2042

Bypass Detour

0.124274

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

_

Existing Posting

9999

Max Measured Clearance

9999

Min Measured Clearance

9999

NBI Rating

13865

ODOT County

55

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

4

Lft. Curb SW

0

Rt. Curb SW

0

Description

55ft.-50ft.-55ft. I-BM. SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

5580 0430EX

H Index

90.0487

Latitude

35:31:38.16

Longitude

-97:30:11.69

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

0

Roadway Name

LINCOLN BLVD

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

13865

Vault Link

http://plansrv1/bridgemaintvault/b13865

GIS FO/SD

Meets Standards

H Inv. Method

39.022

Latitude DD

35.52726667

Longitude DD

-97.50324722

ODOT County Number

55

Maint. Dist.

4

HPMS Functional Class

3

Rural/Urban

Urban

ARC_ID_NUM

14164

x

-10854011.8312211

y

4235767.45067275

13864 1801T0280 X 13864 Craig CO. RD. E033 WILL ROGERS TP I-44 UND 1801T0280 X 36ft.,2-46ft.,36ft. I-BM S 1957 36.53965 -95.23686667 165.026 29.701 4 20 2 24.003 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 80.9 Fair (5) Satisfactory (6) Fair (5) Satisfactory (6) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 100 2022 5 Unmatched
Raw data
OBJECTID

14163

BRKEY

13864

NBI No.

13864

On Under

1

Structure No.

1801T0280 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. E033

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

035

Location

39.40 MI.NE OF TP GATE

Sufficiency

80.9

Kind Hwy

4

Level Service

1

Route No.

1826C

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

24.003

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1957

ADT Total

100

ADT Year

2022

Design Load

H 20

Skew

20

No. Main Spans

4

Road Width

24.003

Ref. Underclearance Rt.

H

Underclearance Right

7.001

Underclearance Left

4.003

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

24.003

Span Type Main

M

Material

3 - Steel

Design

02

Length

165.026

Deck Width

29.701

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

6

Super Rating

5

Sub Rating

6

Chan. Rating

N

Culv. Rating

N

Structure Rating

5

Deck Geometry

6

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

5

HS Operating Rating Method

1

HS Operating Rating

60.848

HS Inv. Rating Method

1

HS Inv. Method

36.487

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

160

Future ADT Year

2042

Bypass Detour

8.077825

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1502

Max Measured Clearance

1503

Min Measured Clearance

1503

NBI Rating

13864

ODOT County

18

Nav. Control

N

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

36ft.,2-46ft.,36ft. I-BM S

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

1801T0280 X

H Index

97.0472

Latitude

36:32:22.74

Longitude

-95:14:12.72

I257A

0

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

CO. RD. E033

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

39.40

NBI Text

13864

Vault Link

http://plansrv1/bridgemaintvault/b13864

GIS FO/SD

FO

H Inv. Method

27.448

Latitude DD

36.53965

Longitude DD

-95.23686667

ODOT County Number

18

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14163

x

-10601719.5024513

y

4375132.7181022

13863 5801T0300 X 13863 Ottawa WILL ROGERS TPI-44 BNSF R.R. UNDER 5801T0300 X 3-53ft. I-BM SPANS 1957 36.7163 -94.95188611 161.089 74.8 3 35 4 68.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 91 Good (7) Good (7) Good (7) Good (7) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 19900 2022 5 Unmatched
Raw data
OBJECTID

14162

BRKEY

13863

NBI No.

13863

On Under

1

Structure No.

5801T0300 X

Control No.

001

Lane Ind.

Milepoint

03000

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

BNSF R.R. UNDER

Division

08

County

115

Location

59.99 MI.NE OF TP GATE

Sufficiency

91

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

2

Vertical Clearance

N

Horizontal Clearance

68.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1957

ADT Total

19900

ADT Year

2022

Design Load

HS 20

Skew

35

No. Main Spans

3

Road Width

68.999

Ref. Underclearance Rt.

R

Underclearance Right

25

Underclearance Left

10

Deck Structure Type

1

No. Lanes

4

Fill RCB

Appr. Roadway Width

81.001

Span Type Main

M

Material

3 - Steel

Design

02

Length

161.089

Deck Width

74.8

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

7

Sub Rating

7

Chan. Rating

N

Culv. Rating

N

Structure Rating

7

Deck Geometry

7

Underclearance

7

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

98.8

HS Inv. Rating Method

1

HS Inv. Method

59.3

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

31840

Future ADT Year

2042

Bypass Detour

1.242742

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

2209

Min Measured Clearance

2209

NBI Rating

13863

ODOT County

58

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

3-53ft. I-BM SPANS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

5801T0300 X

H Index

99.6191

Latitude

36:42:58.68

Longitude

-94:57:06.79

I257A

1

I257B

1

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

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

59.99

NBI Text

13863

Vault Link

http://plansrv1/bridgemaintvault/b13863

GIS FO/SD

Meets Standards

H Inv. Method

48

Latitude DD

36.7163

Longitude DD

-94.95188611

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14162

x

-10569995.6116261

y

4399636.09599832

13862 4941T0770 X 13862 Mayes CO. RD. N4300 WILL ROGERS TP I-44 UND 4941T0770 X 36ft.,2-45ft.,36ft. I-BM S 1957 36.46248333 -95.345925 164.042 21.699 4 20 2 17.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 70.3 Fair (5) Satisfactory (6) Fair (5) Satisfactory (6) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 100 2022 5 Unmatched
Raw data
OBJECTID

14161

BRKEY

13862

NBI No.

13862

On Under

1

Structure No.

4941T0770 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. N4300

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

097

Location

31.3 MI.NE OF T P GATE

Sufficiency

70.3

Kind Hwy

4

Level Service

1

Route No.

4968C

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

17.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1957

ADT Total

100

ADT Year

2022

Design Load

H 15

Skew

20

No. Main Spans

4

Road Width

17.999

Ref. Underclearance Rt.

H

Underclearance Right

7.001

Underclearance Left

5

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

20

Span Type Main

M

Material

3 - Steel

Design

02

Length

164.042

Deck Width

21.699

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

6

Super Rating

5

Sub Rating

6

Chan. Rating

N

Culv. Rating

N

Structure Rating

5

Deck Geometry

4

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

5

HS Operating Rating Method

1

HS Operating Rating

50.4

HS Inv. Rating Method

1

HS Inv. Method

30.2

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

160

Future ADT Year

2042

Bypass Detour

8.077825

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1501

Max Measured Clearance

1501

Min Measured Clearance

1500

NBI Rating

13862

ODOT County

49

Nav. Control

N

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

36ft.,2-45ft.,36ft. I-BM S

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

4941T0770 X

H Index

84.9088

Latitude

36:27:44.94

Longitude

-95:20:45.33

I257A

0

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

N4300

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

31.30

NBI Text

13862

Vault Link

http://plansrv1/bridgemaintvault/b13862

GIS FO/SD

FO

H Inv. Method

22.5

Latitude DD

36.46248333

Longitude DD

-95.345925

ODOT County Number

49

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14161

x

-10613859.8202136

y

4364446.39503845

13763 0816 1255 X 13763 Caddo S.H. 8 CREEK 0816 1255 X 3-10ft.X 8ft.X 49ft. R.C.B 1957 35.055425 -98.23375833 33.136 50 3 0 2 47.999 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 94.1 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) B 2900 2022 5 Unmatched
Raw data
OBJECTID

14158

BRKEY

13763

NBI No.

13763

On Under

1

Structure No.

0816 1255 X

Control No.

016

Lane Ind.

Milepoint

12550

Facility Carried

S.H. 8

Feature Intersected

CREEK

Division

07

County

015

Location

1.2 S US62 ANADARKO

Sufficiency

94.1

Kind Hwy

3

Level Service

1

Route No.

00008

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

44.029

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

1957

ADT Total

2900

ADT Year

2022

Design Load

HS 20

Skew

0

No. Main Spans

3

Road Width

47.999

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

FG

Appr. Roadway Width

43.999

Span Type Main

M

Material

1 - Concrete

Design

19

Length

33.136

Deck Width

50

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

1

HS Operating Rating

60.2

HS Inv. Rating Method

1

HS Inv. Method

36.1

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

4640

Future ADT Year

2042

Bypass Detour

26.718961

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

N

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13763

ODOT County

08

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.X 8ft.X 49ft. R.C.B

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

0816 1255 X

H Index

100

Latitude

35:03:19.53

Longitude

-98:14:01.53

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

S.H. 8

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

51

NBI Text

13763

Vault Link

http://plansrv1/bridgemaintvault/b13763

GIS FO/SD

Meets Standards

H Inv. Method

20.1

Latitude DD

35.055425

Longitude DD

-98.23375833

ODOT County Number

8

Maint. Dist.

7

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

14158

x

-10935331.9560051

y

4171415.73339558

13762 4941T1220 X 13762 Mayes WILL ROGERS TPI-44 CREEK 4941T1220 X 3-12ft.X 11ft. X 129ft. RC BOX 1957 36.50175278 -95.28062222 37.999 131.001 3 0 4 128.999 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 93.6 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 15000 2022 5 Unmatched
Raw data
OBJECTID

14157

BRKEY

13762

NBI No.

13762

On Under

1

Structure No.

4941T1220 X

Control No.

041

Lane Ind.

Milepoint

12200

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

CREEK

Division

08

County

097

Location

35.79 MI.NE OF TP GATE

Sufficiency

93.6

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

81.001

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1957

ADT Total

15000

ADT Year

2022

Design Load

HS 20

Skew

0

No. Main Spans

3

Road Width

128.999

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

N

No. Lanes

4

Fill RCB

10

Appr. Roadway Width

81.001

Span Type Main

M

Material

1 - Concrete

Design

19

Length

37.999

Deck Width

131.001

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

6

Culv. Rating

7

Structure Rating

7

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

0

HS Operating Rating

60.1

HS Inv. Rating Method

0

HS Inv. Method

36

H Operating Rating

0

H Inv. Rating Method

0

Future ADT

24000

Future ADT Year

2042

Bypass Detour

1.242742

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13762

ODOT County

49

Nav. Control

0

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

3-12ft.X 11ft. X 129ft. RC BOX

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

4941T1220 X

H Index

93.07

Latitude

36:30:06.31

Longitude

-95:16:50.24

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

35.80

NBI Text

13762

Vault Link

http://plansrv1/bridgemaintvault/b13762

GIS FO/SD

Meets Standards

H Inv. Method

20

Latitude DD

36.50175278

Longitude DD

-95.28062222

ODOT County Number

49

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14157

x

-10606590.3479967

y

4369883.24140841

13761 0816 1188 X 13761 Caddo S.H. 8 CREEK 0816 1188 X 3-10ft.X 10ft.X 52ft. R.C. 1957 35.045608 -98.233803 34.121 0 3 0 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 94.3 Satisfactory (6) Not applicable (N) Not applicable (N) Not applicable (N) Satisfactory (6) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) B 2800 2022 5 Unmatched
Raw data
OBJECTID

14156

BRKEY

13761

NBI No.

13761

On Under

1

Structure No.

0816 1188 X

Control No.

016

Lane Ind.

Milepoint

11880

Facility Carried

S.H. 8

Feature Intersected

CREEK

Division

07

County

015

Location

1.9 S US62 ANADARKO

Sufficiency

94.3

Kind Hwy

3

Level Service

1

Route No.

00008

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

44.029

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

1957

ADT Total

2800

ADT Year

2022

Design Load

HS 20

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

3

Appr. Roadway Width

43.999

Span Type Main

M

Material

1 - Concrete

Design

19

Length

34.121

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

6

Structure Rating

6

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

100

HS Inv. Rating Method

1

HS Inv. Method

66.3

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

4480

Future ADT Year

2042

Bypass Detour

26.718961

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

N

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13761

ODOT County

08

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.X 10ft.X 52ft. R.C.

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

0816 1188 X

H Index

97.8982

Latitude

35:02:44.19

Longitude

-98:14:01.69

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

S.H. 8

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

48

NBI Text

13761

Vault Link

http://plansrv1/bridgemaintvault/b13761

GIS FO/SD

Meets Standards

H Inv. Method

36.8

Latitude DD

35.045608

Longitude DD

-98.233803

ODOT County Number

8

Maint. Dist.

7

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

14156

x

-10935336.9286467

y

4170080.81766516

13760 1316 1135 X 13760 Cimarron U.S. 56 CREEK 1316 1135 X 3-10ft.X 4ft.X 49.3ft. R.C.BOX SK.60 DEG RF W/ HANDRAILS 1957 36.83455556 -102.20172778 36.089 42.1 3 30 2 40.1 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 87.1 Satisfactory (6) Not applicable (N) Not applicable (N) Not applicable (N) Satisfactory (6) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 750 2022 5 Unmatched
Raw data
OBJECTID

14155

BRKEY

13760

NBI No.

13760

On Under

1

Structure No.

1316 1135 X

Control No.

016

Lane Ind.

Milepoint

11350

Facility Carried

U.S. 56

Feature Intersected

CREEK

Division

06

County

025

Location

11.3 MI. NE. JCT.US64

Sufficiency

87.1

Kind Hwy

2

Level Service

1

Route No.

00056

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

40.1

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

1957

ADT Total

750

ADT Year

2022

Design Load

HS 20

Skew

30

No. Main Spans

3

Road Width

40.1

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

FG

Appr. Roadway Width

23.999

Span Type Main

M

Material

1 - Concrete

Design

19

Length

36.089

Deck Width

42.1

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

7

Culv. Rating

6

Structure Rating

6

Deck Geometry

8

Underclearance

N

Bridge Posting

5

Waterway Adequacy

7

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

45.22

HS Inv. Rating Method

1

HS Inv. Method

27.13

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

1200

Future ADT Year

2042

Bypass Detour

42.874612

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

65

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

n

Max Measured Clearance

n

Min Measured Clearance

n

NBI Rating

13760

ODOT County

13

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

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-10ft.X 4ft.X 49.3ft. R.C.BOX SK.60 DEG RF W/ HANDRAILS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

1316 1135 X

H Index

78.0469

Latitude

36:50:04.4

Longitude

-102:12:06.22

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

U.S. 56

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13760

Vault Link

http://plansrv1/bridgemaintvault/b13760

GIS FO/SD

Meets Standards

H Inv. Method

15.94

Latitude DD

36.83455556

Longitude DD

-102.20172778

ODOT County Number

13

Maint. Dist.

6

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

14155

x

-11377044.2946624

y

4416070.98692276

13669 4941R0520 X 13669 Mayes S.H. 28 WILL ROGERS TP I-44 UND 4941 0520 X 43ft.,2-54ft.,43ft. I-BM S 1956 36.43774722 -95.38115833 194.882 33.599 4 37 2 27.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Closed (K) 51.9 Poor (4) Poor (4) Fair (5) Poor (4) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 1800 2011 5 Unmatched
Raw data
OBJECTID

14154

BRKEY

13669

NBI No.

13669

On Under

1

Structure No.

4941R0520 X

Control No.

Lane Ind.

Milepoint

Facility Carried

S.H. 28

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

097

Location

3.0 MI E ROGERS CO

Sufficiency

51.9

Kind Hwy

3

Level Service

1

Route No.

00028

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

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

1956

ADT Total

1800

ADT Year

2011

Design Load

H 20

Skew

37

No. Main Spans

4

Road Width

27.999

Ref. Underclearance Rt.

H

Underclearance Right

7.999

Underclearance Left

3.999

Deck Structure Type

1

No. Lanes

2

Fill RCB

-1

Appr. Roadway Width

32.001

Span Type Main

M

Material

3 - Steel

Design

02

Length

194.882

Deck Width

33.599

Bridge Open Closed

K

TSF Rail

0

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

4

Deck Rating

4

Super Rating

5

Sub Rating

4

Chan. Rating

N

Culv. Rating

N

Structure Rating

4

Deck Geometry

5

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

65.698

HS Inv. Rating Method

1

HS Inv. Method

39.353

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

2880

Future ADT Year

2031

Bypass Detour

1.864114

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

NA

Narrow or 1 Lane

NA

Advanced Warning Sign

N

Existing Posting

1409

Max Measured Clearance

1508

Min Measured Clearance

1501

NBI Rating

13669

ODOT County

49

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

43ft.,2-54ft.,43ft. I-BM S

Route Flag

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

4941 0520 X

H Index

56.8396

Latitude

36:26:15.89

Longitude

-95:22:52.17

I257A

1

I257B

1

I257C

1

I257D

1

I257E

1

I263

1

Roadway Name

S.H. 28

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Structurally Deficient

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

28.89

NBI Text

13669

Vault Link

http://plansrv1/bridgemaintvault/b13669

GIS FO/SD

SD

H Inv. Method

31.085

Latitude DD

36.43774722

Longitude DD

-95.38115833

ODOT County Number

49

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14154

x

-10617781.9765682

y

4361023.09977023

13668 7278R0672SX 13668 Tulsa I-44 YALE AVE. UNDER 7278 0672SX 47ft.,94ft.,47ft.CONPLT GR 1956 36.09501667 -95.92252222 188.976 32.152 3 41 2 26.903 4 - Steel Continuous Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 30 Serious (3) Serious (3) Serious (3) Satisfactory (6) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 11 - Principal Arterial Interstate (Rural) A 41550 2004 5 Unmatched
Raw data
OBJECTID

14153

BRKEY

13668

NBI No.

13668

On Under

1

Structure No.

7278R0672SX

Control No.

078

Lane Ind.

S

Milepoint

06720

Facility Carried

I-44

Feature Intersected

YALE AVE. UNDER

Division

08

County

143

Location

4.7 MI E JCT US 75

Sufficiency

30

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

26.903

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

11 - Principal Arterial Interstate (Rural)

Year Built

1956

ADT Total

41550

ADT Year

2004

Design Load

HS 20

Skew

41

No. Main Spans

3

Road Width

26.903

Ref. Underclearance Rt.

H

Underclearance Right

3.999

Underclearance Left

99.9

Deck Structure Type

1

No. Lanes

2

Fill RCB

-1

Appr. Roadway Width

43.999

Span Type Main

M

Material

4 - Steel Continuous

Design

02

Length

188.976

Deck Width

32.152

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

8

Deck Rating

3

Super Rating

3

Sub Rating

6

Chan. Rating

N

Culv. Rating

N

Structure Rating

3

Deck Geometry

2

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

2

HS Operating Rating

48.612

HS Inv. Rating Method

2

HS Inv. Method

35.715

H Operating Rating

2

H Inv. Rating Method

2

Future ADT

66480

Future ADT Year

2024

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

N

Advanced Warning Sign

Y

Existing Posting

1409

Max Measured Clearance

1604

Min Measured Clearance

1504

NBI Rating

13668

ODOT County

72

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

1

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

6

Lft. Curb SW

0

Rt. Curb SW

0

Description

47ft.,94ft.,47ft.CONPLT GR

Route Flag

P

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

7278 0672SX

H Index

41.929

Latitude

36:05:42.06

Longitude

-95:55:21.08

I257A

_

I257B

1

I257C

0

I257D

_

I257E

_

I263

_

Roadway Name

I-44

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Structurally Deficient

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13668

Vault Link

http://plansrv1/bridgemaintvault/b13668

GIS FO/SD

SD

H Inv. Method

-1

Latitude DD

36.09501667

Longitude DD

-95.92252222

ODOT County Number

72

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14153

x

-10678046.3291369

y

4313703.40792749

13667 7278R0672NX 13667 Tulsa I-44 YALE AVE. UNDER 7278 0672NX 47ft.,94ft.,47ft.CONPLT GR 1956 36.09531944 -95.92277222 188.976 32.152 3 41 2 26.903 4 - Steel Continuous Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 30 Serious (3) Fair (5) Serious (3) Satisfactory (6) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 11 - Principal Arterial Interstate (Rural) A 41550 2004 5 Unmatched
Raw data
OBJECTID

14152

BRKEY

13667

NBI No.

13667

On Under

1

Structure No.

7278R0672NX

Control No.

078

Lane Ind.

N

Milepoint

06720

Facility Carried

I-44

Feature Intersected

YALE AVE. UNDER

Division

08

County

143

Location

4.7 MI E JCT US 75

Sufficiency

30

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

26.903

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

11 - Principal Arterial Interstate (Rural)

Year Built

1956

ADT Total

41550

ADT Year

2004

Design Load

HS 20

Skew

41

No. Main Spans

3

Road Width

26.903

Ref. Underclearance Rt.

H

Underclearance Right

3.999

Underclearance Left

99.9

Deck Structure Type

1

No. Lanes

2

Fill RCB

-1

Appr. Roadway Width

43.999

Span Type Main

M

Material

4 - Steel Continuous

Design

02

Length

188.976

Deck Width

32.152

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

Deck Rating

5

Super Rating

3

Sub Rating

6

Chan. Rating

N

Culv. Rating

N

Structure Rating

3

Deck Geometry

2

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

2

HS Operating Rating

48.612

HS Inv. Rating Method

2

HS Inv. Method

35.715

H Operating Rating

2

H Inv. Rating Method

2

Future ADT

66480

Future ADT Year

2024

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1508

Max Measured Clearance

1601

Min Measured Clearance

1510

NBI Rating

13667

ODOT County

72

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

1

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

6

Lft. Curb SW

0

Rt. Curb SW

0

Description

47ft.,94ft.,47ft.CONPLT GR

Route Flag

P

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

7278 0672NX

H Index

100

Latitude

36:05:43.15

Longitude

-95:55:21.98

I257A

_

I257B

1

I257C

0

I257D

_

I257E

_

I263

_

Roadway Name

I-44

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Structurally Deficient

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13667

Vault Link

http://plansrv1/bridgemaintvault/b13667

GIS FO/SD

SD

H Inv. Method

-1

Latitude DD

36.09531944

Longitude DD

-95.92277222

ODOT County Number

72

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14152

x

-10678074.1590096

y

4313745.11900635

13666 5801T2002 X 13666 Ottawa OLD S.H. 137 WILL ROGERS TP I-44 UND 5801T2002 X 38ft.,2-48ft.,38ft. I-BM S 1956 36.91010833 -94.787825 173.885 29.701 4 27 2 23.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 58 Fair (5) Fair (5) Satisfactory (6) Fair (5) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 21000 2022 5 Unmatched
Raw data
OBJECTID

14151

BRKEY

13666

NBI No.

13666

On Under

1

Structure No.

5801T2002 X

Control No.

Lane Ind.

Milepoint

Facility Carried

OLD S.H. 137

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

115

Location

9.4 MI N US60

Sufficiency

58

Kind Hwy

4

Level Service

1

Route No.

00137

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

23.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1956

ADT Total

21000

ADT Year

2022

Design Load

H 20

Skew

27

No. Main Spans

4

Road Width

23.999

Ref. Underclearance Rt.

H

Underclearance Right

9.003

Underclearance Left

5

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

27.999

Span Type Main

M

Material

3 - Steel

Design

02

Length

173.885

Deck Width

29.701

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

1

Appr. Roadway Cond.

1

Deck Rating

5

Super Rating

6

Sub Rating

5

Chan. Rating

N

Culv. Rating

N

Structure Rating

5

Deck Geometry

2

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

64

HS Inv. Rating Method

1

HS Inv. Method

38.4

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

33600

Future ADT Year

2042

Bypass Detour

1.864114

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1507

Max Measured Clearance

1602

Min Measured Clearance

1507

NBI Rating

13666

ODOT County

58

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

6

Lft. Curb SW

0

Rt. Curb SW

0

Description

38ft.,2-48ft.,38ft. I-BM S

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

5801T2002 X

H Index

69.3222

Latitude

36:54:36.39

Longitude

-94:47:16.17

I257A

0

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

OLD S.H. 137

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

77.15

NBI Text

13666

Vault Link

http://plansrv1/bridgemaintvault/b13666

GIS FO/SD

FO

H Inv. Method

26.8

Latitude DD

36.91010833

Longitude DD

-94.787825

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14151

x

-10551732.4124019

y

4426584.44341676

13665 7278R0564SX 13665 Tulsa I-44 HARVARD AVE UNDER 7278 0564SX 50ft.,70ft.,50ft.CONC RGD 1956 36.090575 -95.94042222 172.9 32.152 3 0 2 26.903 2 - Concrete Continuous Frame (07) M Concrete cast-in-place (1) Open, no restriction (A) 59.4 Fair (5) Fair (5) Fair (5) Fair (5) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 11 - Principal Arterial Interstate (Rural) A 40000 2008 5 Unmatched
Raw data
OBJECTID

14150

BRKEY

13665

NBI No.

13665

On Under

1

Structure No.

7278R0564SX

Control No.

078

Lane Ind.

S

Milepoint

05640

Facility Carried

I-44

Feature Intersected

HARVARD AVE UNDER

Division

08

County

143

Location

3.6 MI E JCT US 75

Sufficiency

59.4

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

26.903

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

11 - Principal Arterial Interstate (Rural)

Year Built

1956

ADT Total

40000

ADT Year

2008

Design Load

HS 20

Skew

0

No. Main Spans

3

Road Width

26.903

Ref. Underclearance Rt.

H

Underclearance Right

5

Underclearance Left

99.9

Deck Structure Type

1

No. Lanes

2

Fill RCB

-1

Appr. Roadway Width

43.999

Span Type Main

M

Material

2 - Concrete Continuous

Design

07

Length

172.9

Deck Width

32.152

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

Deck Rating

5

Super Rating

5

Sub Rating

5

Chan. Rating

N

Culv. Rating

N

Structure Rating

5

Deck Geometry

2

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

2

HS Operating Rating

48.612

HS Inv. Rating Method

2

HS Inv. Method

35.715

H Operating Rating

2

H Inv. Rating Method

2

Future ADT

64000

Future ADT Year

2028

Bypass Detour

0.099997

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1604

Max Measured Clearance

1703

Min Measured Clearance

1608

NBI Rating

13665

ODOT County

72

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

1

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

6

Lft. Curb SW

0

Rt. Curb SW

0

Description

50ft.,70ft.,50ft.CONC RGD

Route Flag

P

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

7278 0564SX

H Index

83.1391

Latitude

36:05:26.07

Longitude

-95:56:25.52

I257A

_

I257B

1

I257C

0

I257D

0

I257E

0

I263

2

Roadway Name

I-44

Scour

N

Design Structure

7 - Frame (Except Frame Culverts)

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13665

Vault Link

http://plansrv1/bridgemaintvault/b13665

GIS FO/SD

Meets Standards

H Inv. Method

16.204

Latitude DD

36.090575

Longitude DD

-95.94042222

ODOT County Number

72

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14150

x

-10680038.9480221

y

4313091.52017252

13664 7278R0564NX 13664 Tulsa I-44 HARVARD AVE UNDER 7278 0564NX 50ft.,70ft.,50ft.CONC RGD 1956 36.09080556 -95.940425 172.9 32.152 3 0 2 26.903 2 - Concrete Continuous Frame (07) M Concrete cast-in-place (1) Open, no restriction (A) 59.4 Fair (5) Fair (5) Fair (5) Fair (5) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 11 - Principal Arterial Interstate (Rural) A 40000 2008 5 Unmatched
Raw data
OBJECTID

14149

BRKEY

13664

NBI No.

13664

On Under

1

Structure No.

7278R0564NX

Control No.

078

Lane Ind.

N

Milepoint

05640

Facility Carried

I-44

Feature Intersected

HARVARD AVE UNDER

Division

08

County

143

Location

3.6 MI E JCT US 75

Sufficiency

59.4

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

26.903

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

11 - Principal Arterial Interstate (Rural)

Year Built

1956

ADT Total

40000

ADT Year

2008

Design Load

HS 20

Skew

0

No. Main Spans

3

Road Width

26.903

Ref. Underclearance Rt.

H

Underclearance Right

5

Underclearance Left

99.9

Deck Structure Type

1

No. Lanes

2

Fill RCB

-1

Appr. Roadway Width

43.999

Span Type Main

M

Material

2 - Concrete Continuous

Design

07

Length

172.9

Deck Width

32.152

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

Deck Rating

5

Super Rating

5

Sub Rating

5

Chan. Rating

N

Culv. Rating

N

Structure Rating

5

Deck Geometry

2

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

8

HS Operating Rating Method

2

HS Operating Rating

48.612

HS Inv. Rating Method

2

HS Inv. Method

35.715

H Operating Rating

2

H Inv. Rating Method

2

Future ADT

64000

Future ADT Year

2028

Bypass Detour

0.099997

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1604

Max Measured Clearance

1611

Min Measured Clearance

1602

NBI Rating

13664

ODOT County

72

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

1

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

6

Lft. Curb SW

0

Rt. Curb SW

0

Description

50ft.,70ft.,50ft.CONC RGD

Route Flag

P

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

7278 0564NX

H Index

69.3325

Latitude

36:05:26.9

Longitude

-95:56:25.53

I257A

_

I257B

1

I257C

0

I257D

0

I257E

0

I263

2

Roadway Name

I-44

Scour

N

Design Structure

7 - Frame (Except Frame Culverts)

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13664

Vault Link

http://plansrv1/bridgemaintvault/b13664

GIS FO/SD

Meets Standards

H Inv. Method

16.204

Latitude DD

36.09080556

Longitude DD

-95.940425

ODOT County Number

72

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14149

x

-10680039.2574902

y

4313123.2814383

13573 6630T0740 X 13573 Rogers WILL ROGERS TPI-44 CREEK 6630T0740 X 2-10ft.X 4ft.X137ft. RC BOX, SK 45 RF 1956 36.24625278 -95.65767222 29.701 138.999 2 45 4 137.001 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 92.8 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 23500 2022 5 Unmatched
Raw data
OBJECTID

14148

BRKEY

13573

NBI No.

13573

On Under

1

Structure No.

6630T0740 X

Control No.

030

Lane Ind.

Milepoint

07400

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

CREEK

Division

08

County

131

Location

T.P. NO 07.80

Sufficiency

92.8

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

81.001

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1956

ADT Total

23500

ADT Year

2022

Design Load

H 15

Skew

45

No. Main Spans

2

Road Width

137.001

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

N

No. Lanes

4

Fill RCB

10

Appr. Roadway Width

81.001

Span Type Main

M

Material

1 - Concrete

Design

19

Length

29.701

Deck Width

138.999

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

6

Culv. Rating

7

Structure Rating

7

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

7

Approach Alignment

8

HS Operating Rating Method

0

HS Operating Rating

60.1

HS Inv. Rating Method

0

HS Inv. Method

36

H Operating Rating

0

H Inv. Rating Method

0

Future ADT

37600

Future ADT Year

2042

Bypass Detour

1.242742

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13573

ODOT County

66

Nav. Control

0

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 4ft.X137ft. RC BOX, SK 45 RF

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

6630T0740 X

H Index

83.5419

Latitude

36:14:46.51

Longitude

-95:39:27.62

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

07.80

NBI Text

13573

Vault Link

http://plansrv1/bridgemaintvault/b13573

GIS FO/SD

Meets Standards

H Inv. Method

20

Latitude DD

36.24625278

Longitude DD

-95.65767222

ODOT County Number

66

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14148

x

-10648563.3620003

y

4334558.49341181

13572 6102 0743 X 13572 Pittsburg U.S. 69 CREEK 6102 0743 X (2) 10ft. X 10ft. X 146ft. RCB 1956 34.77621111 -95.88386111 22.001 0 2 0 4 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 69.8 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) C 16600 2022 5 Unmatched
Raw data
OBJECTID

14147

BRKEY

13572

NBI No.

13572

On Under

1

Structure No.

6102 0743 X

Control No.

002

Lane Ind.

Milepoint

07430

Facility Carried

U.S. 69

Feature Intersected

CREEK

Division

02

County

121

Location

4.0 N JCT SH 63

Sufficiency

69.8

Kind Hwy

2

Level Service

1

Route No.

00069

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

37.999

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

1956

ADT Total

16600

ADT Year

2022

Design Load

HS 20

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

4

Fill RCB

3

Appr. Roadway Width

76.001

Span Type Main

M

Material

1 - Concrete

Design

19

Length

22.001

Deck Width

0

Bridge Open Closed

A

TSF Rail

N

TSF Transition

N

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

1

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

1

HS Operating Rating

99.9

HS Inv. Rating Method

1

HS Inv. Method

61.52

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

26560

Future ADT Year

2042

Bypass Detour

44.117354

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

70

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13572

ODOT County

61

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

1

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 146ft. RCB

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

6102 0743 X

H Index

94.4277

Latitude

34:46:34.36

Longitude

-95:53:01.9

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

U.S. 69

Scour

4

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

006

NBI Text

13572

Vault Link

http://plansrv1/bridgemaintvault/b13572

GIS FO/SD

Meets Standards

H Inv. Method

34.17

Latitude DD

34.77621111

Longitude DD

-95.88386111

ODOT County Number

61

Maint. Dist.

2

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

14147

x

-10673742.5940582

y

4133510.56211335

13571 7236 0603 X 13571 Tulsa S.H. 11 CREEK 7236 0603 X 2-10ft.X 6ft.X 40ft. R.C.B 1956 36.3367 -95.99143889 23 0 2 0 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 81.6 Satisfactory (6) Not applicable (N) Not applicable (N) Not applicable (N) Satisfactory (6) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 5800 2022 5 Unmatched
Raw data
OBJECTID

14146

BRKEY

13571

NBI No.

13571

On Under

1

Structure No.

7236 0603 X

Control No.

036

Lane Ind.

Milepoint

06030

Facility Carried

S.H. 11

Feature Intersected

CREEK

Division

08

County

143

Location

6.0 MI S WASH. C/L

Sufficiency

81.6

Kind Hwy

3

Level Service

1

Route No.

00011

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

07 - Major Collector (Rural)

Year Built

1956

ADT Total

5800

ADT Year

2022

Design Load

HS 20

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

FG

Appr. Roadway Width

36.001

Span Type Main

M

Material

1 - Concrete

Design

19

Length

23

Deck Width

0

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

7

Culv. Rating

6

Structure Rating

6

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

4

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

61.1

HS Inv. Rating Method

1

HS Inv. Method

36.6

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

9280

Future ADT Year

2042

Bypass Detour

29.825817

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13571

ODOT County

72

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

2-10ft.X 6ft.X 40ft. R.C.B

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

7236 0603 X

H Index

67

Latitude

36:20:12.12

Longitude

-95:59:29.18

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

S.H. 11

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

13571

Vault Link

http://plansrv1/bridgemaintvault/b13571

GIS FO/SD

Meets Standards

H Inv. Method

20.3

Latitude DD

36.3367

Longitude DD

-95.99143889

ODOT County Number

72

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14146

x

-10685718.0977484

y

4347050.22601677

13570 4524 0598 X 13570 McCurtain U.S. 259 CREEK 4524 0598 X (2) 10ft. X 8ft. X 91ft LONG RCB 1956 33.773569 -94.740453 22.999 0 2 0 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 95.6 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 2200 2022 5 Unmatched
Raw data
OBJECTID

14145

BRKEY

13570

NBI No.

13570

On Under

1

Structure No.

4524 0598 X

Control No.

024

Lane Ind.

Milepoint

05980

Facility Carried

U.S. 259

Feature Intersected

CREEK

Division

02

County

089

Location

7.4 N TX S/L

Sufficiency

95.6

Kind Hwy

2

Level Service

1

Route No.

00259

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

99.99

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

1956

ADT Total

2200

ADT Year

2022

Design Load

HS 20

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

5

Appr. Roadway Width

23.999

Span Type Main

M

Material

1 - Concrete

Design

19

Length

22.999

Deck Width

0

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

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

7

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

49.053

HS Inv. Rating Method

1

HS Inv. Method

36.046

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

3520

Future ADT Year

2042

Bypass Detour

8.699197

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

13570

ODOT County

45

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) 10ft. X 8ft. X 91ft LONG RCB

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

4524 0598 X

H Index

95.0371

Latitude

33:46:24.85

Longitude

-94:44:25.63

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

U.S. 259

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

73

NBI Text

13570

Vault Link

http://plansrv1/bridgemaintvault/b13570

GIS FO/SD

Meets Standards

H Inv. Method

19.952

Latitude DD

33.773569

Longitude DD

-94.740453

ODOT County Number

45

Maint. Dist.

2

HPMS Functional Class

3

Rural/Urban

Rural

ARC_ID_NUM

14145

x

-10546458.9854841

y

3998438.24747503

13569 7236 0574 X 13569 Tulsa S.H. 11 CREEK 7236 0574 X 2-10ft.X 4ft.X 40ft. R.C.B 1956 36.34083333 -95.99144444 23 0 2 0 2 0 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 79.2 Satisfactory (6) Not applicable (N) Not applicable (N) Not applicable (N) Satisfactory (6) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 5800 2022 5 Unmatched
Raw data
OBJECTID

14144

BRKEY

13569

NBI No.

13569

On Under

1

Structure No.

7236 0574 X

Control No.

036

Lane Ind.

Milepoint

05740

Facility Carried

S.H. 11

Feature Intersected

CREEK

Division

08

County

143

Location

5.7 MI S WASH. C/L

Sufficiency

79.2

Kind Hwy

3

Level Service

1

Route No.

00011

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

07 - Major Collector (Rural)

Year Built

1956

ADT Total

5800

ADT Year

2022

Design Load

HS 20

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

AG

Appr. Roadway Width

36

Span Type Main

M

Material

1 - Concrete

Design

19

Length

23

Deck Width

0

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

4

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

7

Culv. Rating

6

Structure Rating

6

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

4

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

41.3

HS Inv. Rating Method

1

HS Inv. Method

31.9

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

9280

Future ADT Year

2042

Bypass Detour

29.825817

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13569

ODOT County

72

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

2-10ft.X 4ft.X 40ft. R.C.B

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

7236 0574 X

H Index

67

Latitude

36:20:27

Longitude

-95:59:29.2

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

S.H. 11

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

NBI Text

13569

Vault Link

http://plansrv1/bridgemaintvault/b13569

GIS FO/SD

Meets Standards

H Inv. Method

17.7

Latitude DD

36.34083333

Longitude DD

-95.99144444

ODOT County Number

72

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14144

x

-10685718.7155716

y

4347621.42956883

13568 0904 0549 X 13568 Canadian I-40 BUS. CREEK 0904 0549 X 3-8ft.X 5ft.X 66ft. R.C.BOX WITH HANDRAILS 1956 35.53218611 -97.96277778 25.502 0 3 0 4 0 1 - Concrete Culvert (19) M Concrete cast-in-place (1) Open, no restriction (A) 75.1 Satisfactory (6) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 14 - Other Principal Arterial (Urban) A 10000 2022 5 Unmatched
Raw data
OBJECTID

14143

BRKEY

13568

NBI No.

13568

On Under

1

Structure No.

0904 0549 X

Control No.

004

Lane Ind.

Milepoint

05490

Facility Carried

I-40 BUS.

Feature Intersected

CREEK

Division

04

County

017

Location

IN EL-RENO

Sufficiency

75.1

Kind Hwy

3

Level Service

6

Route No.

0040B

Service Type On

5

Service Type Off

5

Vertical Clearance

_

Horizontal Clearance

66.401

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

14 - Other Principal Arterial (Urban)

Year Built

1956

ADT Total

10000

ADT Year

2022

Design Load

HS 20

Skew

0

No. Main Spans

3

Road Width

0

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

1

No. Lanes

4

Fill RCB

FG

Appr. Roadway Width

47.999

Span Type Main

M

Material

1 - Concrete

Design

19

Length

25.502

Deck Width

0

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

8

Culv. Rating

7

Structure Rating

6

Deck Geometry

N

Underclearance

N

Bridge Posting

5

Waterway Adequacy

7

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

48.9

HS Inv. Rating Method

1

HS Inv. Method

29.4

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

16000

Future ADT Year

2042

Bypass Detour

2.499994

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

N

Advanced Warning Sign

_

Existing Posting

9999

Max Measured Clearance

9999

Min Measured Clearance

9999

NBI Rating

13568

ODOT County

09

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

7.999

Rt. Curb SW

5

Description

3-8ft.X 5ft.X 66ft. R.C.BOX WITH HANDRAILS

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

0904 0549 X

H Index

96.9903

Latitude

35:31:55.87

Longitude

-97:57:46

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

I-40 BUS. (OLD US 66)

Scour

7

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

6 - Business

Historical Significance

5

Local Bridge ID

NBI Text

13568

Vault Link

http://plansrv1/bridgemaintvault/b13568

GIS FO/SD

Meets Standards

H Inv. Method

16.6

Latitude DD

35.53218611

Longitude DD

-97.96277778

ODOT County Number

9

Maint. Dist.

4

HPMS Functional Class

3

Rural/Urban

Urban

ARC_ID_NUM

14143

x

-10905166.5391642

y

4236440.36791303

13861 5801T0210 X 13861 Ottawa WILL ROGERS TPI-44 HORSE CREEK 5801T0210 X 50ft.,60ft.,50ft. I-BM SPA 1957 36.71121389 -94.96607778 164.042 74.8 3 30 4 68.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 91 Good (7) Good (7) Good (7) Good (7) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 19900 2022 5 Unmatched
Raw data
OBJECTID

14142

BRKEY

13861

NBI No.

13861

On Under

1

Structure No.

5801T0210 X

Control No.

001

Lane Ind.

Milepoint

02100

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

HORSE CREEK

Division

08

County

115

Location

59.12 MI.NE OF TP.GATE

Sufficiency

91

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

68.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1957

ADT Total

19900

ADT Year

2022

Design Load

HS 20

Skew

30

No. Main Spans

3

Road Width

68.999

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

1

No. Lanes

4

Fill RCB

Appr. Roadway Width

81.001

Span Type Main

M

Material

3 - Steel

Design

02

Length

164.042

Deck Width

74.8

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

7

Sub Rating

7

Chan. Rating

7

Culv. Rating

N

Structure Rating

7

Deck Geometry

7

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

97.1

HS Inv. Rating Method

1

HS Inv. Method

58.3

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

31840

Future ADT Year

2042

Bypass Detour

1.242742

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13861

ODOT County

58

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

3

DK Memb. Type

0

DK Protect.

0

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

50ft.,60ft.,50ft. I-BM SPA

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

5801T0210 X

H Index

97.5422

Latitude

36:42:40.37

Longitude

-94:57:57.88

I257A

1

I257B

1

I257C

0

I257D

1

I257E

0

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

59.12

NBI Text

13861

Vault Link

http://plansrv1/bridgemaintvault/b13861

GIS FO/SD

Meets Standards

H Inv. Method

45.1

Latitude DD

36.71121389

Longitude DD

-94.96607778

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14142

x

-10571575.421104

y

4398929.80797011

13860 4455R0040 X 13860 McClain S.H. 24 FINN CREEK 4455 0040 X 80ft. PONY TRUSS & 2-4 1957 34.91833333 -97.45833333 167.979 24.606 1 0 2 21.982 3 - Steel Truss — Thru (10) M Concrete cast-in-place (1) Open, no restriction (A) 34.7 Serious (3) Serious (3) Serious (3) Poor (4) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 07 - Major Collector (Rural) B 170 2004 5 Unmatched
Raw data
OBJECTID

14141

BRKEY

13860

NBI No.

13860

On Under

1

Structure No.

4455R0040 X

Control No.

055

Lane Ind.

Milepoint

00400

Facility Carried

S.H. 24

Feature Intersected

FINN CREEK

Division

03

County

087

Location

7.4 MI W-N JCT SH 74

Sufficiency

34.7

Kind Hwy

3

Level Service

1

Route No.

00024

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

21.982

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

1957

ADT Total

170

ADT Year

2004

Design Load

H 15

Skew

0

No. Main Spans

1

Road Width

21.982

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

0

Deck Structure Type

1

No. Lanes

2

Fill RCB

0

Appr. Roadway Width

27.999

Span Type Main

M

Material

3 - Steel

Design

10

Length

167.979

Deck Width

24.606

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

4

Deck Rating

3

Super Rating

3

Sub Rating

4

Chan. Rating

6

Culv. Rating

N

Structure Rating

3

Deck Geometry

4

Underclearance

N

Bridge Posting

0

Waterway Adequacy

6

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

0

HS Inv. Rating Method

1

HS Inv. Method

0

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

272

Future ADT Year

2024

Bypass Detour

4.97097

School Bus Rte.

3

Posted Weight

CLOSED

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

13860

ODOT County

44

Nav. Control

0

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

1

Lft. Curb SW

0

Rt. Curb SW

0

Description

80ft. PONY TRUSS & 2-4

Route Flag

P

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

4455 0040 X

H Index

40.7408

Latitude

34:55:06

Longitude

-97:27:30

I257A

_

I257B

1

I257C

1

I257D

_

I257E

_

I263

_

Roadway Name

S.H. 24

Scour

8

Design Structure

10 - Truss - Thru

FOSD

Structurally Deficient

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13860

Vault Link

http://plansrv1/bridgemaintvault/b13860

GIS FO/SD

SD

H Inv. Method

0

Latitude DD

34.91833333

Longitude DD

-97.45833333

ODOT County Number

44

Maint. Dist.

3

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14141

x

-10849012.0398567

y

4152788.50061002

13859 5801R2870 X 13859 Ottawa CO. RD. N4670 WILL ROGERS TP I-44 UND 5801T2870 X 38ft.,2-45ft.,35ft. I-BM S 1957 36.96949722 -94.65085833 166.01 21.699 4 20 2 17.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 77.8 Fair (5) Good (7) Satisfactory (6) Good (7) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 50 2014 5 Unmatched
Raw data
OBJECTID

14140

BRKEY

13859

NBI No.

13859

On Under

1

Structure No.

5801R2870 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. N4670

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

115

Location

85.90 MI NE OF TP GATE

Sufficiency

77.8

Kind Hwy

4

Level Service

1

Route No.

N4670

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

39.6

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1957

ADT Total

50

ADT Year

2014

Design Load

H 15

Skew

20

No. Main Spans

4

Road Width

17.999

Ref. Underclearance Rt.

H

Underclearance Right

10

Underclearance Left

6.001

Deck Structure Type

1

No. Lanes

2

Fill RCB

-1

Appr. Roadway Width

20

Span Type Main

M

Material

3 - Steel

Design

02

Length

166.01

Deck Width

21.699

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

Deck Rating

7

Super Rating

6

Sub Rating

7

Chan. Rating

N

Culv. Rating

N

Structure Rating

5

Deck Geometry

4

Underclearance

4

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

6

HS Operating Rating Method

1

HS Operating Rating

37.038

HS Inv. Rating Method

1

HS Inv. Method

22.046

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

80

Future ADT Year

2034

Bypass Detour

3.728227

School Bus Rte.

-

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1411

Max Measured Clearance

1502

Min Measured Clearance

1501

NBI Rating

13859

ODOT County

58

Nav. Control

N

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

38ft.,2-45ft.,35ft. I-BM S

Route Flag

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

5801T2870 X

H Index

96.471

Latitude

36:58:10.19

Longitude

-94:39:03.09

I257A

0

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

N4670

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

85.90

NBI Text

13859

Vault Link

http://plansrv1/bridgemaintvault/b13859

GIS FO/SD

Meets Standards

H Inv. Method

15.984

Latitude DD

36.96949722

Longitude DD

-94.65085833

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14140

x

-10536485.3524419

y

4434855.94548912

13858 4941T1140 X 13858 Mayes CO. RD. N4330 WILL ROGERS TP I-44 UND 4941T1140 X 36ft.,2-45ft.,36ft. I-BM S 1957 36.49430278 -95.29272778 164.042 21.699 4 20 2 17.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 65.9 Satisfactory (6) Satisfactory (6) Good (7) Good (7) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 5000 2022 5 Unmatched
Raw data
OBJECTID

14139

BRKEY

13858

NBI No.

13858

On Under

1

Structure No.

4941T1140 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. N4330

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

097

Location

34.99 MI.NE OF TP.GATE

Sufficiency

65.9

Kind Hwy

4

Level Service

1

Route No.

N4330

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

17.999

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1957

ADT Total

5000

ADT Year

2022

Design Load

H 15

Skew

20

No. Main Spans

4

Road Width

17.999

Ref. Underclearance Rt.

H

Underclearance Right

8.002

Underclearance Left

5

Deck Structure Type

1

No. Lanes

2

Fill RCB

Appr. Roadway Width

20

Span Type Main

M

Material

3 - Steel

Design

02

Length

164.042

Deck Width

21.699

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

6

Super Rating

7

Sub Rating

7

Chan. Rating

N

Culv. Rating

N

Structure Rating

6

Deck Geometry

2

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

7

HS Operating Rating Method

1

HS Operating Rating

50.4

HS Inv. Rating Method

1

HS Inv. Method

30.2

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

8000

Future ADT Year

2042

Bypass Detour

8.077825

School Bus Rte.

1

Posted Weight

NR

Posted Speed Limit

45

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1503

Max Measured Clearance

1501

Min Measured Clearance

1501

NBI Rating

13858

ODOT County

49

Nav. Control

N

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

36ft.,2-45ft.,36ft. I-BM S

Route Flag

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

4941T1140 X

H Index

91.4211

Latitude

36:29:39.49

Longitude

-95:17:33.82

I257A

0

I257B

0

I257C

0

I257D

1

I257E

0

I263

0

Roadway Name

N4330

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Functionally Obsolete

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

35.00

NBI Text

13858

Vault Link

http://plansrv1/bridgemaintvault/b13858

GIS FO/SD

FO

H Inv. Method

22.5

Latitude DD

36.49430278

Longitude DD

-95.29272778

ODOT County Number

49

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14139

x

-10607937.9327716

y

4368851.57877587

13857 5801R1040 X 13857 Ottawa CO. RD. E0150 WILL ROGERS TP I-44 UND 5801T1040 X 35ft.,2-45ft.,35ft. I-BM S 1957 36.80094722 -94.87998056 163.058 21.699 4 20 2 17.999 3 - Steel Stringer / Multi-beam or Girder (02) M Concrete cast-in-place (1) Open, no restriction (A) 44.8 Fair (5) Satisfactory (6) Fair (5) Good (7) Not applicable (N) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 07 - Major Collector (Rural) Y 5000 2008 5 Unmatched
Raw data
OBJECTID

14138

BRKEY

13857

NBI No.

13857

On Under

1

Structure No.

5801R1040 X

Control No.

Lane Ind.

Milepoint

Facility Carried

CO. RD. E0150

Feature Intersected

WILL ROGERS TP I-44 UND

Division

08

County

115

Location

67.45 MI NE OF TP GATE

Sufficiency

44.8

Kind Hwy

4

Level Service

1

Route No.

E0150

Service Type On

1

Service Type Off

1

Vertical Clearance

Y

Horizontal Clearance

39.6

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

07 - Major Collector (Rural)

Year Built

1957

ADT Total

5000

ADT Year

2008

Design Load

H 15

Skew

20

No. Main Spans

4

Road Width

17.999

Ref. Underclearance Rt.

H

Underclearance Right

9.501

Underclearance Left

6.299

Deck Structure Type

1

No. Lanes

2

Fill RCB

-1

Appr. Roadway Width

17.999

Span Type Main

M

Material

3 - Steel

Design

02

Length

163.058

Deck Width

21.699

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

6

Super Rating

5

Sub Rating

7

Chan. Rating

N

Culv. Rating

N

Structure Rating

5

Deck Geometry

2

Underclearance

2

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

6

HS Operating Rating Method

1

HS Operating Rating

37.038

HS Inv. Rating Method

1

HS Inv. Method

22.046

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

8000

Future ADT Year

2028

Bypass Detour

8.077825

School Bus Rte.

A

Posted Weight

NR

Posted Speed Limit

NR

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

1503

Max Measured Clearance

1506

Min Measured Clearance

1504

NBI Rating

13857

ODOT County

58

Nav. Control

N

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

35ft.,2-45ft.,35ft. I-BM S

Route Flag

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

5801T1040 X

H Index

77.5571

Latitude

36:48:03.41

Longitude

-94:52:47.93

I257A

_

I257B

_

I257C

0

I257D

_

I257E

_

I263

_

Roadway Name

_

Scour

N

Design Structure

2 - Stringer/Multi-beam or Girder

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

67.45

NBI Text

13857

Vault Link

http://plansrv1/bridgemaintvault/b13857

GIS FO/SD

Meets Standards

H Inv. Method

15.984

Latitude DD

36.80094722

Longitude DD

-94.87998056

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14138

x

-10561991.1224149

y

4411397.59574918

13856 7278R1011 X 13856 Tulsa 89TH ST. I-44 UNDER 7278R1011 X 30ft.-50ft.-50ft.-30ft. CONC.RIGIDFRAME SPANS WITH 2-3ft. SIDEWALKS 1957 36.16333333 -95.80833333 162.073 36.001 4 0 -1 27.999 2 - Concrete Continuous Frame (07) M Concrete cast-in-place (1) Open, no restriction (A) 98 Good (7) Good (7) Good (7) Good (7) Not applicable (N) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 19 - Local (Urban) A -1 2004 5 Unmatched
Raw data
OBJECTID

14137

BRKEY

13856

NBI No.

13856

On Under

1

Structure No.

7278R1011 X

Control No.

Lane Ind.

Milepoint

Facility Carried

89TH ST.

Feature Intersected

I-44 UNDER

Division

08

County

143

Location

1.4 MI E JCT SH 51

Sufficiency

98

Kind Hwy

5

Level Service

1

Route No.

00000

Service Type On

5

Service Type Off

1

Vertical Clearance

_

Horizontal Clearance

47.999

Bridge System

A

Owner

01 - State Highway Agency

Custodian

01 - State Highway Agency

Hwy System

1 - On Highway

Functional Class

19 - Local (Urban)

Year Built

1957

ADT Total

-1

ADT Year

2004

Design Load

H 20

Skew

0

No. Main Spans

4

Road Width

27.999

Ref. Underclearance Rt.

H

Underclearance Right

10

Underclearance Left

13.999

Deck Structure Type

1

No. Lanes

-1

Fill RCB

-1

Appr. Roadway Width

27.999

Span Type Main

M

Material

2 - Concrete Continuous

Design

07

Length

162.073

Deck Width

36.001

Bridge Open Closed

A

TSF Rail

0

TSF Transition

1

TSF Appr. Guardrail

1

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

9

Deck Rating

7

Super Rating

7

Sub Rating

7

Chan. Rating

N

Culv. Rating

N

Structure Rating

7

Deck Geometry

N

Underclearance

5

Bridge Posting

5

Waterway Adequacy

N

Approach Alignment

9

HS Operating Rating Method

2

HS Operating Rating

48.612

HS Inv. Rating Method

2

HS Inv. Method

48.612

H Operating Rating

2

H Inv. Rating Method

2

Future ADT

-2

Future ADT Year

2024

Bypass Detour

0

School Bus Rte.

3

Posted Weight

NR

Posted Speed Limit

-1

Narrow or 1 Lane

_

Advanced Warning Sign

_

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13856

ODOT County

72

Nav. Control

N

Nav. HC

0

Lft. Br. Nav. Cl.

0

Nav. VC

0

Bridge Med.

0

DK Memb. Type

8

DK Protect.

8

DK Surf. Type

1

Lft. Curb SW

2.999

Rt. Curb SW

2.999

Description

30ft.-50ft.-50ft.-30ft. CONC.RIGIDFRAME SPANS WITH 2-3ft. SIDEWALKS

Route Flag

Status Flag

R

On Off System

1

Frontage Ind.

Alt. Structure Name

7278R1011 X

H Index

100

Latitude

36:09:48

Longitude

-95:48:30

I257A

_

I257B

1

I257C

0

I257D

_

I257E

_

I263

_

Roadway Name

89TH ST.

Scour

N

Design Structure

7 - Frame (Except Frame Culverts)

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13856

Vault Link

http://plansrv1/bridgemaintvault/b13856

GIS FO/SD

Meets Standards

H Inv. Method

35.715

Latitude DD

36.16333333

Longitude DD

-95.80833333

ODOT County Number

72

Maint. Dist.

8

HPMS Functional Class

7

Rural/Urban

Urban

ARC_ID_NUM

14137

x

-10665334.8800478

y

4323119.12310249

13759 1516 1117 X 13759 Coal S.H. 48 CREEK 1516 1117 X 3-10ft.X9ft.X32ft. RC BOX 1957 34.57345556 -96.40691389 34.121 26 3 0 2 23.999 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 76.8 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 1300 2022 5 Unmatched
Raw data
OBJECTID

14136

BRKEY

13759

NBI No.

13759

On Under

1

Structure No.

1516 1117 X

Control No.

016

Lane Ind.

Milepoint

11170

Facility Carried

S.H. 48

Feature Intersected

CREEK

Division

03

County

029

Location

11.1 MI N JOHNSTON CL

Sufficiency

76.8

Kind Hwy

3

Level Service

1

Route No.

00048

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

23.95

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

1957

ADT Total

1300

ADT Year

2022

Design Load

HS 20

Skew

0

No. Main Spans

3

Road Width

23.999

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

FG

Appr. Roadway Width

33.999

Span Type Main

M

Material

1 - Concrete

Design

19

Length

34.121

Deck Width

26

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

2

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

6

Culv. Rating

7

Structure Rating

7

Deck Geometry

4

Underclearance

N

Bridge Posting

5

Waterway Adequacy

6

Approach Alignment

7

HS Operating Rating Method

1

HS Operating Rating

61.49

HS Inv. Rating Method

1

HS Inv. Method

36.89

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

2080

Future ADT Year

2042

Bypass Detour

26.09759

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

13759

ODOT County

15

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

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-10ft.X9ft.X32ft. RC BOX

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

1516 1117 X

H Index

98.68

Latitude

34:34:24.44

Longitude

-96:24:24.89

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

S.H. 48

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13759

Vault Link

http://plansrv1/bridgemaintvault/b13759

GIS FO/SD

Meets Standards

H Inv. Method

20.49

Latitude DD

34.57345556

Longitude DD

-96.40691389

ODOT County Number

15

Maint. Dist.

3

HPMS Functional Class

5

Rural/Urban

Rural

ARC_ID_NUM

14136

x

-10731968.5631858

y

4106065.48435064

13758 5801T1130 X 13758 Ottawa WILL ROGERS TPI-44 CREEK 5801T1130 X 2-10ft.X 8ft.X152ft. RC BOX SK 30 RF 1957 36.81092778 -94.87526944 24.199 153.999 2 45 4 152.001 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 93.3 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 18400 2022 5 Unmatched
Raw data
OBJECTID

14135

BRKEY

13758

NBI No.

13758

On Under

1

Structure No.

5801T1130 X

Control No.

001

Lane Ind.

Milepoint

11300

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

CREEK

Division

08

County

115

Location

68.40 MI NE OF TP GATE

Sufficiency

93.3

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

81.001

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1957

ADT Total

18400

ADT Year

2022

Design Load

HS 20

Skew

45

No. Main Spans

2

Road Width

152.001

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

N

No. Lanes

4

Fill RCB

16

Appr. Roadway Width

81.001

Span Type Main

M

Material

1 - Concrete

Design

19

Length

24.199

Deck Width

153.999

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

5

Culv. Rating

7

Structure Rating

7

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

0

HS Operating Rating

60.1

HS Inv. Rating Method

0

HS Inv. Method

36

H Operating Rating

0

H Inv. Rating Method

0

Future ADT

29440

Future ADT Year

2042

Bypass Detour

1.242742

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13758

ODOT County

58

Nav. Control

0

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 8ft.X152ft. RC BOX SK 30 RF

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

5801T1130 X

H Index

96.7

Latitude

36:48:39.34

Longitude

-94:52:30.97

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

68.40

NBI Text

13758

Vault Link

http://plansrv1/bridgemaintvault/b13758

GIS FO/SD

Meets Standards

H Inv. Method

20

Latitude DD

36.81092778

Longitude DD

-94.87526944

ODOT County Number

58

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14135

x

-10561466.6829354

y

4412785.2234167

13757 6702 1088 X 13757 Seminole U.S. 270 CREEK 6702 1088 X 3-10ft.X 12ft.X 44ft. RDY 1957 35.15933611 -96.5515 34.121 42.001 3 0 2 42.001 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 86 Fair (5) Not applicable (N) Not applicable (N) Not applicable (N) Fair (5) 01 - State Highway Agency 01 - State Highway Agency 1 - On Highway 06 - Minor Arterial (Rural) C 6100 2022 5 Unmatched
Raw data
OBJECTID

14134

BRKEY

13757

NBI No.

13757

On Under

1

Structure No.

6702 1088 X

Control No.

002

Lane Ind.

Milepoint

10880

Facility Carried

U.S. 270

Feature Intersected

CREEK

Division

03

County

133

Location

8.6 MI SE SH 3

Sufficiency

86

Kind Hwy

2

Level Service

1

Route No.

00270

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

42.001

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

1957

ADT Total

6100

ADT Year

2022

Design Load

HS 20

Skew

0

No. Main Spans

3

Road Width

42.001

Ref. Underclearance Rt.

N

Underclearance Right

0

Underclearance Left

0

Deck Structure Type

N

No. Lanes

2

Fill RCB

FG

Appr. Roadway Width

43.999

Span Type Main

M

Material

1 - Concrete

Design

19

Length

34.121

Deck Width

42.001

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

N

Super Rating

N

Sub Rating

N

Chan. Rating

8

Culv. Rating

5

Structure Rating

5

Deck Geometry

5

Underclearance

N

Bridge Posting

5

Waterway Adequacy

6

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

62.51

HS Inv. Rating Method

1

HS Inv. Method

37.5

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

9760

Future ADT Year

2042

Bypass Detour

3.728227

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

13757

ODOT County

67

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

N

Lft. Curb SW

0

Rt. Curb SW

0

Description

3-10ft.X 12ft.X 44ft. RDY

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

6702 1088 X

H Index

93.0213

Latitude

35:09:33.61

Longitude

-96:33:05.4

I257A

C

I257B

1

I257C

1

I257D

0

I257E

0

I263

0

Roadway Name

U.S. 270

Scour

8

Design Structure

19 - Culvert

FOSD

Meets Standards

Service Level

1 - Mainline

Historical Significance

5

Local Bridge ID

-1

NBI Text

13757

Vault Link

http://plansrv1/bridgemaintvault/b13757

GIS FO/SD

Meets Standards

H Inv. Method

20.83

Latitude DD

35.15933611

Longitude DD

-96.5515

ODOT County Number

67

Maint. Dist.

3

HPMS Functional Class

4

Rural/Urban

Rural

ARC_ID_NUM

14134

x

-10748063.8153268

y

4185555.42222207

13756 4941T0920 X 13756 Mayes WILL ROGERS TPI-44 BITTER CREEK 4941T0920 X 3-10ft.X 10ft.X122 RC BOX 1957 36.47521389 -95.32474722 37.001 123.999 3 30 4 122.001 1 - Concrete Culvert (19) M Not applicable (N) Open, no restriction (A) 93.6 Good (7) Not applicable (N) Not applicable (N) Not applicable (N) Good (7) 31 - State Toll Authority 31 - State Toll Authority 1 - On Highway 01 - Principal Arterial Interstate (Rural) Y 15000 2022 5 Unmatched
Raw data
OBJECTID

14133

BRKEY

13756

NBI No.

13756

On Under

1

Structure No.

4941T0920 X

Control No.

041

Lane Ind.

Milepoint

09200

Facility Carried

WILL ROGERS TPI-44

Feature Intersected

BITTER CREEK

Division

08

County

097

Location

32.85 MI.NE OF TP GATE

Sufficiency

93.6

Kind Hwy

1

Level Service

1

Route No.

00044

Service Type On

1

Service Type Off

5

Vertical Clearance

N

Horizontal Clearance

81.001

Bridge System

Y

Owner

31 - State Toll Authority

Custodian

31 - State Toll Authority

Hwy System

1 - On Highway

Functional Class

01 - Principal Arterial Interstate (Rural)

Year Built

1957

ADT Total

15000

ADT Year

2022

Design Load

HS 20

Skew

30

No. Main Spans

3

Road Width

122.001

Ref. Underclearance Rt.

N

Underclearance Right

99.9

Underclearance Left

99.9

Deck Structure Type

N

No. Lanes

4

Fill RCB

6

Appr. Roadway Width

81.001

Span Type Main

M

Material

1 - Concrete

Design

19

Length

37.001

Deck Width

123.999

Bridge Open Closed

A

TSF Rail

0

TSF Transition

0

TSF Appr. Guardrail

0

TSF Appr. Guardrail Ends

0

Appr. Roadway Cond.

1

Deck Rating

N

Super Rating

N

Sub Rating

N

Chan. Rating

6

Culv. Rating

7

Structure Rating

7

Deck Geometry

9

Underclearance

N

Bridge Posting

5

Waterway Adequacy

8

Approach Alignment

8

HS Operating Rating Method

1

HS Operating Rating

164.1

HS Inv. Rating Method

1

HS Inv. Method

98.2

H Operating Rating

1

H Inv. Rating Method

1

Future ADT

24000

Future ADT Year

2042

Bypass Detour

1.242742

School Bus Rte.

0

Posted Weight

NR

Posted Speed Limit

75

Narrow or 1 Lane

N

Advanced Warning Sign

N

Existing Posting

-1

Max Measured Clearance

-1

Min Measured Clearance

-1

NBI Rating

13756

ODOT County

49

Nav. Control

0

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

3-10ft.X 10ft.X122 RC BOX

Route Flag

P

Status Flag

I

On Off System

1

Frontage Ind.

Alt. Structure Name

4941T0920 X

H Index

95.71

Latitude

36:28:30.77

Longitude

-95:19:29.09

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

32.80

NBI Text

13756

Vault Link

http://plansrv1/bridgemaintvault/b13756

GIS FO/SD

Meets Standards

H Inv. Method

54.6

Latitude DD

36.47521389

Longitude DD

-95.32474722

ODOT County Number

49

Maint. Dist.

8

HPMS Functional Class

1

Rural/Urban

Rural

ARC_ID_NUM

14133

x

-10611502.3205279

y

4366208.63633993