ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 12573 | 1110 0006 X | 12573 | Cherokee | S.H. 10 | ROCKY CREEK | 1110 0006 X | (12ft.-14ft.-12ft.)X8X114 | 1951 | 35.92756389 | -94.927625 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | 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 | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12057 BRKEY
12573 NBI No.
12573 On Under
1 Structure No.
1110 0006 X Control No.
010 Lane Ind.
Milepoint
00060 Facility Carried
S.H. 10 Feature Intersected
ROCKY CREEK Division
01 County
021 Location
0.1 MI N US62 Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00010 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
1951 ADT Total
2300 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
13 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 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
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
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3680 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12573 ODOT County
11 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
(12ft.-14ft.-12ft.)X8X114 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 0006 X H Index
97.3947 Latitude
35:55:39.23 Longitude
-94:55:39.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12573 Vault Link
http://plansrv1/bridgemaintvault/b12573 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.92756389 Longitude DD
-94.927625 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12057 x
-10567294.8772148 y
4290658.8471038 |
|||||||||||||||||||||||||||||||||||||
| 12477 | 4440R0521 X | 12477 | McClain | S.H. 74B | N. FORK WALNUT CREEK | 4440R0521 X | 3-60ft.,2-45ft. I-BM. SPANS SK. 60 DEG. | 1950 | 35.10166667 | -97.56 | 271.982 | 24.501 | — | 5 | 30 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 6 | Critical (2) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12051 BRKEY
12477 NBI No.
12477 On Under
1 Structure No.
4440R0521 X Control No.
040 Lane Ind.
Milepoint
05210 Facility Carried
S.H. 74B Feature Intersected
N. FORK WALNUT CREEK Division
03 County
087 Location
5.2 MI. E. JCT. SH76 Sufficiency
6 Kind Hwy
3 Level Service
6 Route No.
0074B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1950 ADT Total
1300 ADT Year
1999 Design Load
H 15 Skew
30 No. Main Spans
5 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
271.982 Deck Width
24.501 Bridge Open Closed
D TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1000 Future ADT Year
2017 Bypass Detour
19.262507 School Bus Rte.
_ 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
12477 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft.,2-45ft. I-BM. SPANS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4440R0521 X H Index
100 Latitude
35:06:06 Longitude
-97:33:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 74B Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
12477 Vault Link
http://plansrv1/bridgemaintvault/b12477 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.10166667 Longitude DD
-97.56 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12051 x
-10860329.5217918 y
4177705.83577563 |
|||||||||||||||||||||||||||||||||||||
| 12476 | 4906R0489 X | 12476 | Mayes | S.H. 20 | PRYOR CREEK | 4906R0489 X | (64ft.-80ft.-64ft. CONT.) 50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. | 1950 | 36.305 | -95.54833333 | 262.139 | 32.999 | — | 3 | 30 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.8 | Fair (5) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5270 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12050 BRKEY
12476 NBI No.
12476 On Under
1 Structure No.
4906R0489 X Control No.
006 Lane Ind.
Milepoint
04890 Facility Carried
S.H. 20 Feature Intersected
PRYOR CREEK Division
08 County
097 Location
5.0 MI E ROGERS CO Sufficiency
52.8 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
5270 ADT Year
1999 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
262.139 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5500 Future ADT Year
2017 Bypass Detour
34.175415 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
12476 ODOT County
49 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(64ft.-80ft.-64ft. CONT.) 50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4906R0489 X H Index
100 Latitude
36:18:18 Longitude
-95:32:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12476 Vault Link
http://plansrv1/bridgemaintvault/b12476 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.305 Longitude DD
-95.54833333 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12050 x
-10636391.8124416 y
4342670.46690734 |
|||||||||||||||||||||||||||||||||||||
| 11630 | 2712R1860NXC | 11630 | Grant | S.H. 11 SD | CREEK | 2712R1860NXC | 2-10ft.X 7ft.X 24ft. R.C.BOX | 1950 | 36.81 | -97.77166667 | 21.982 | 26.001 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | _ | Open, no restriction (A) | 97 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
12026 BRKEY
11630 NBI No.
11630 On Under
1 Structure No.
2712R1860NXC Control No.
012 Lane Ind.
N Milepoint
18600 Facility Carried
S.H. 11 SD Feature Intersected
CREEK Division
04 County
053 Location
40' N OF SH 11 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1950 ADT Total
-1 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
_ No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
N Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 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
100 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
_ 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
11630 ODOT County
27 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 24ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
2712R1860NXC H Index
100 Latitude
36:48:36 Longitude
-97:46:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 SD Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11630 Vault Link
http://plansrv1/bridgemaintvault/b11630 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.81 Longitude DD
-97.77166667 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
12026 x
-10883892.1477141 y
4412656.22371079 |
|||||||||||||||||||||||||||||||||||||
| 11629 | 4606 1489 X | 11629 | McIntosh | U.S. 266 | CREEK | 4606 1489 X | (2) 10ft. X 7ft. X 42ft. LONG RCB SK 30° | 1950 | 35.47840556 | -95.57509167 | 26.601 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12025 BRKEY
11629 NBI No.
11629 On Under
1 Structure No.
4606 1489 X Control No.
006 Lane Ind.
Milepoint
14890 Facility Carried
U.S. 266 Feature Intersected
CREEK Division
01 County
091 Location
2.2 W JCT US-69 Sufficiency
65.3 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.1 HS Inv. Rating Method
1 HS Inv. Method
27.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
47.845582 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
11629 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 7ft. X 42ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4606 1489 X H Index
95.3663 Latitude
35:28:42.26 Longitude
-95:34:30.33 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
06-1489 NBI Text
11629 Vault Link
http://plansrv1/bridgemaintvault/b11629 GIS FO/SD
Meets Standards H Inv. Method
15.4 Latitude DD
35.47840556 Longitude DD
-95.57509167 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12025 x
-10639370.5372248 y
4229086.1061295 |
|||||||||||||||||||||||||||||||||||||
| 11628 | 4606 1190 X | 11628 | McIntosh | U.S. 266 | EMERALD CREEK | 4606 1190 X | (2) 10ft. X 7ft. X 42ft. LONG RCB | 1950 | 35.49201389 | -95.62031667 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.8 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12024 BRKEY
11628 NBI No.
11628 On Under
1 Structure No.
4606 1190 X Control No.
006 Lane Ind.
Milepoint
11900 Facility Carried
U.S. 266 Feature Intersected
EMERALD CREEK Division
01 County
091 Location
1.3 SE JCT SH-72 Sufficiency
82.8 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
2200 ADT Year
2022 Design Load
H 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
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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 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
46.1 HS Inv. Rating Method
1 HS Inv. Method
27.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
47.845582 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
11628 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 7ft. X 42ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4606 1190 X H Index
97.7165 Latitude
35:29:31.25 Longitude
-95:37:13.14 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
06-1190 NBI Text
11628 Vault Link
http://plansrv1/bridgemaintvault/b11628 GIS FO/SD
Meets Standards H Inv. Method
15.4 Latitude DD
35.49201389 Longitude DD
-95.62031667 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12024 x
-10644404.961196 y
4230946.52213855 |
|||||||||||||||||||||||||||||||||||||
| 11627 | 3414 1046 X | 11627 | Jefferson | S.H. 32 | CREEK | 3414 1046 X | 2- 10ft. X 10ft. X 30ft. RCB | 1950 | 34.02751944 | -97.777025 | 22.966 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.4 | 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 | 380 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12005 BRKEY
11627 NBI No.
11627 On Under
1 Structure No.
3414 1046 X Control No.
014 Lane Ind.
Milepoint
10460 Facility Carried
S.H. 32 Feature Intersected
CREEK Division
07 County
067 Location
10.9 MI E JCT US81 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 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
1950 ADT Total
380 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
32.001 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 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
35.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
608 Future ADT Year
2042 Bypass Detour
45.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
11627 ODOT County
34 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
2- 10ft. X 10ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3414 1046 X H Index
99.0319 Latitude
34:01:39.07 Longitude
-97:46:37.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
045 NBI Text
11627 Vault Link
http://plansrv1/bridgemaintvault/b11627 GIS FO/SD
Meets Standards H Inv. Method
19.7 Latitude DD
34.02751944 Longitude DD
-97.777025 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12005 x
-10884488.6342812 y
4032497.81340231 |
|||||||||||||||||||||||||||||||||||||
| 11626 | 2420 0934 X | 11626 | Garfield | S.H. 74 | CREEK | 2420 0934 X | 3-8ft. X 4ft. X 38ft. R.C BOX WITH PARAPET RAILING | 1927 | 36.30075556 | -97.58625556 | 27.5 | 40 | — | 3 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | 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 | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12004 BRKEY
11626 NBI No.
11626 On Under
1 Structure No.
2420 0934 X Control No.
020 Lane Ind.
Milepoint
09340 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
047 Location
9.3 MI N LOGAN C/L Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 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
1927 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.999 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
27.5 Deck Width
40 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
8 Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.87 HS Inv. Rating Method
1 HS Inv. Method
35.85 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
35.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11626 ODOT County
24 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
3-8ft. X 4ft. X 38ft. R.C BOX WITH PARAPET RAILING Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2420 0934 X H Index
99.9531 Latitude
36:18:02.72 Longitude
-97:35:10.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11626 Vault Link
http://plansrv1/bridgemaintvault/b11626 GIS FO/SD
Meets Standards H Inv. Method
22.22 Latitude DD
36.30075556 Longitude DD
-97.58625556 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12004 x
-10863252.2773615 y
4342084.17859366 |
|||||||||||||||||||||||||||||||||||||
| 11625 | 5220 0834 X | 11625 | Noble | S.H. 15 | CREEK | 5220 0834 X | 2-10ft. X 8ft. X 30ft. R.C. BOX W/ BC TYPE RAILS | 1950 | 36.46376111 | -97.13395833 | 20.902 | 32.011 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | 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 | 740 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12003 BRKEY
11625 NBI No.
11625 On Under
1 Structure No.
5220 0834 X Control No.
020 Lane Ind.
Milepoint
08340 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
04 County
103 Location
8.6 MI E OF JCT US77 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
740 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.99 Span Type Main
M Material
1 - Concrete Design
19 Length
20.902 Deck Width
32.011 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.7 HS Inv. Rating Method
1 HS Inv. Method
33.42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1184 Future ADT Year
2042 Bypass Detour
24 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
11625 ODOT County
52 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 30ft. R.C. BOX W/ BC TYPE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5220 0834 X H Index
95.721 Latitude
36:27:49.54 Longitude
-97:08:02.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11625 Vault Link
http://plansrv1/bridgemaintvault/b11625 GIS FO/SD
Meets Standards H Inv. Method
18.56 Latitude DD
36.46376111 Longitude DD
-97.13395833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12003 x
-10812902.7800307 y
4364623.26002828 |
|||||||||||||||||||||||||||||||||||||
| 11624 | 2420 0806 X | 11624 | Garfield | S.H. 74 | CREEK | 2420 0806 X | 3-8ft. X 5ft. X 38ft. R.C. BOX WITH CONCRETE PARAPET RAILS | 1927 | 36.28213889 | -97.58626667 | 28.199 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12002 BRKEY
11624 NBI No.
11624 On Under
1 Structure No.
2420 0806 X Control No.
020 Lane Ind.
Milepoint
08060 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
047 Location
8 MI N LOGAN C/L Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
1400 ADT Year
2022 Design Load
H 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
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
28.199 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
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
49.75 HS Inv. Rating Method
1 HS Inv. Method
29.79 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
35.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11624 ODOT County
24 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
3-8ft. X 5ft. X 38ft. R.C. BOX WITH CONCRETE PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2420 0806 X H Index
94.8059 Latitude
36:16:55.7 Longitude
-97:35:10.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11624 Vault Link
http://plansrv1/bridgemaintvault/b11624 GIS FO/SD
Meets Standards H Inv. Method
18.56 Latitude DD
36.28213889 Longitude DD
-97.58626667 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12002 x
-10863253.514121 y
4339513.01799146 |
|||||||||||||||||||||||||||||||||||||
| 11623 | 2026 0676 X | 11623 | Custer | S.H. 47 | CREEK | 2026 0676 X | 2-10ft.X10ft.X30ft. RDY. R.C B. | 1950 | 35.75444167 | -98.84824444 | 22.999 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | 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 | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12001 BRKEY
11623 NBI No.
11623 On Under
1 Structure No.
2026 0676 X Control No.
026 Lane Ind.
Milepoint
06760 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
039 Location
6.9 MI E JCT U.S. 183 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.23 HS Inv. Rating Method
1 HS Inv. Method
35.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2042 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11623 ODOT County
20 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.X30ft. RDY. R.C B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2026 0676 X H Index
93.8037 Latitude
35:45:15.99 Longitude
-98:50:53.68 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
11623 Vault Link
http://plansrv1/bridgemaintvault/b11623 GIS FO/SD
Meets Standards H Inv. Method
19.74 Latitude DD
35.75444167 Longitude DD
-98.84824444 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12001 x
-11003736.2368698 y
4266885.31806092 |
|||||||||||||||||||||||||||||||||||||
| 11622 | 1216 0646 X | 11622 | Choctaw | S.H. 109 | W FORK OF GOODWATER CRK | 1216 0646 X | (2) 10ft. X 11ft. X 28ft. RCB | 1950 | 33.91031944 | -95.38508889 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.7 | 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 | 180 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12000 BRKEY
11622 NBI No.
11622 On Under
1 Structure No.
1216 0646 X Control No.
016 Lane Ind.
Milepoint
06460 Facility Carried
S.H. 109 Feature Intersected
W FORK OF GOODWATER CRK Division
02 County
023 Location
6.46 E JCT US-271 Sufficiency
96.7 Kind Hwy
3 Level Service
1 Route No.
00109 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
07 - Major Collector (Rural) Year Built
1950 ADT Total
180 ADT Year
2022 Design Load
H 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
22.001 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.
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.44 HS Inv. Rating Method
1 HS Inv. Method
37.46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
288 Future ADT Year
2042 Bypass Detour
19.883878 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
11622 ODOT County
12 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
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 11ft. X 28ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1216 0646 X H Index
100 Latitude
33:54:37.15 Longitude
-95:23:06.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
027 NBI Text
11622 Vault Link
http://plansrv1/bridgemaintvault/b11622 GIS FO/SD
Meets Standards H Inv. Method
20.81 Latitude DD
33.91031944 Longitude DD
-95.38508889 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12000 x
-10618219.5245059 y
4016766.46528955 |
|||||||||||||||||||||||||||||||||||||
| 11621 | 3822 0628 X | 11621 | Kiowa | S.H. 44 | CREEK | 3822 0628 X | 2-10ft. X 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS | 1950 | 35.09505 | -99.18399167 | 21.982 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | 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 | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11981 BRKEY
11621 NBI No.
11621 On Under
1 Structure No.
3822 0628 X Control No.
022 Lane Ind.
Milepoint
06280 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
075 Location
6.4 MI N S.H. 9 Sufficiency
98.2 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.887 HS Inv. Rating Method
1 HS Inv. Method
33.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
24.233476 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
11621 ODOT County
38 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 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3822 0628 X H Index
92.9424 Latitude
35:05:42.18 Longitude
-99:11:02.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11621 Vault Link
http://plansrv1/bridgemaintvault/b11621 GIS FO/SD
Meets Standards H Inv. Method
18.629 Latitude DD
35.09505 Longitude DD
-99.18399167 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11981 x
-11041111.4475487 y
4176805.57328276 |
|||||||||||||||||||||||||||||||||||||
| 11620 | 3822 0617 X | 11620 | Kiowa | S.H. 44 | CREEK | 3822 0617 X | 2-10ft. X 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS | 1950 | 35.09346667 | -99.18399722 | 22.999 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | 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 | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11980 BRKEY
11620 NBI No.
11620 On Under
1 Structure No.
3822 0617 X Control No.
022 Lane Ind.
Milepoint
06170 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
075 Location
6.3 MI N S.H. 9 Sufficiency
98.2 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.887 HS Inv. Rating Method
1 HS Inv. Method
33.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
24.233476 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
11620 ODOT County
38 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 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3822 0617 X H Index
89.5662 Latitude
35:05:36.48 Longitude
-99:11:02.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11620 Vault Link
http://plansrv1/bridgemaintvault/b11620 GIS FO/SD
Meets Standards H Inv. Method
18.629 Latitude DD
35.09346667 Longitude DD
-99.18399722 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11980 x
-11041112.0653719 y
4176590.15662514 |
|||||||||||||||||||||||||||||||||||||
| 11619 | 1012 0615 X | 11619 | Carter | U.S. 177 | CREEK | 1012 0615 X | (2) 10ft. X 5ft. X 38ft. RCB SKEWED 30° | 1950 | 34.27353889 | -96.96820278 | 25.919 | 36.001 | — | 2 | 30 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11979 BRKEY
11619 NBI No.
11619 On Under
1 Structure No.
1012 0615 X Control No.
012 Lane Ind.
Milepoint
06150 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
07 County
019 Location
6.2 MI N JCT SH199 Sufficiency
86.7 Kind Hwy
2 Level Service
1 Route No.
00177 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
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
33.999 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
25.919 Deck Width
36.001 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
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.46 HS Inv. Rating Method
1 HS Inv. Method
27.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
44.738726 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
11619 ODOT County
10 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
(2) 10ft. X 5ft. X 38ft. RCB SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1012 0615 X H Index
99.3508 Latitude
34:16:24.74 Longitude
-96:58:05.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
033 NBI Text
11619 Vault Link
http://plansrv1/bridgemaintvault/b11619 GIS FO/SD
Meets Standards H Inv. Method
15.49 Latitude DD
34.27353889 Longitude DD
-96.96820278 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11979 x
-10794450.9566085 y
4065591.0217197 |
|||||||||||||||||||||||||||||||||||||
| 11618 | 3716 0574 X | 11618 | Kingfisher | S.H. 51 | CREEK | 3716 0574 X | 2-10ft.X 11ft.X 60ft. R.C.BOX SK. 30 DEG. WITH 6FT CURTAIN WALLS | 1950 | 36.11608889 | -97.795675 | 24.918 | 62 | — | 2 | 30 | 2 | 39.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | 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 | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11978 BRKEY
11618 NBI No.
11618 On Under
1 Structure No.
3716 0574 X Control No.
016 Lane Ind.
Milepoint
05740 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
073 Location
5.7 MI E JCT US 81 Sufficiency
92.1 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
59.999 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
1950 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
39.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
39.999 Span Type Main
M Material
1 - Concrete Design
19 Length
24.918 Deck Width
62 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
62.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11618 ODOT County
37 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 11ft.X 60ft. R.C.BOX SK. 30 DEG. WITH 6FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3716 0574 X H Index
96.9658 Latitude
36:06:57.92 Longitude
-97:47:44.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11618 Vault Link
http://plansrv1/bridgemaintvault/b11618 GIS FO/SD
Meets Standards H Inv. Method
34.6 Latitude DD
36.11608889 Longitude DD
-97.795675 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11978 x
-10886564.7427845 y
4316606.80396468 |
|||||||||||||||||||||||||||||||||||||
| 11617 | 4906 0530 X | 11617 | Mayes | S.H. 20 | CREEK | 4906 0530 X | 2-10ft. X 6ft. X 128ft.R.C. BOX | 1950 | 36.30720556 | -95.340475 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 60.7 | 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 | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11977 BRKEY
11617 NBI No.
11617 On Under
1 Structure No.
4906 0530 X Control No.
006 Lane Ind.
Milepoint
05300 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
097 Location
5.2 MI E ROGERS CO Sufficiency
60.7 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 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
1950 ADT Total
8100 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
83.999 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
7 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
46.5 HS Inv. Rating Method
1 HS Inv. Method
27.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11617 ODOT County
49 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 128ft.R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4906 0530 X H Index
98.9609 Latitude
36:18:25.94 Longitude
-95:20:25.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11617 Vault Link
http://plansrv1/bridgemaintvault/b11617 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
36.30720556 Longitude DD
-95.340475 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11977 x
-10613253.1289888 y
4342975.13549209 |
|||||||||||||||||||||||||||||||||||||
| 11616 | 5623 0500 X | 11616 | Okmulgee | S.H. 16 | SNAKE CREEK TRIB. | 5623 0500 X | (2) 10ft. X 5ft. X 55ft. LONG RCB | 1950 | 35.74038889 | -95.91633611 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.4 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11976 BRKEY
11616 NBI No.
11616 On Under
1 Structure No.
5623 0500 X Control No.
023 Lane Ind.
Milepoint
05000 Facility Carried
S.H. 16 Feature Intersected
SNAKE CREEK TRIB. Division
01 County
111 Location
5.00 E JCT US-75 Sufficiency
86.4 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.999 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
1950 ADT Total
1800 ADT Year
2022 Design Load
H 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
3 Appr. Roadway Width
32.001 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 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
45.7 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 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
11616 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 5ft. X 55ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5623 0500 X H Index
95.791 Latitude
35:44:25.4 Longitude
-95:54:58.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0500 NBI Text
11616 Vault Link
http://plansrv1/bridgemaintvault/b11616 GIS FO/SD
Meets Standards H Inv. Method
15.2 Latitude DD
35.74038889 Longitude DD
-95.91633611 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11976 x
-10677357.6945217 y
4264957.83201998 |
|||||||||||||||||||||||||||||||||||||
| 11615 | 7704 0455 X | 11615 | Woodward | U.S. 183 | CREEK | 7704 0455 X | 2-10ft.X 2.5ft.X 100ft. R. | 1950 | 36.433508 | -99.407564 | 20.997 | 96.201 | — | 2 | 45 | 5 | 49.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 18700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11957 BRKEY
11615 NBI No.
11615 On Under
1 Structure No.
7704 0455 X Control No.
004 Lane Ind.
Milepoint
04550 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
1.0 MI W JCT SH 34 Sufficiency
74.5 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
70 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1950 ADT Total
18700 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
49.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
96.201 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.54 HS Inv. Rating Method
1 HS Inv. Method
29.72 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29920 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
11615 ODOT County
77 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
3.999 Rt. Curb SW
0 Description
2-10ft.X 2.5ft.X 100ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7704 0455 X H Index
97.005 Latitude
36:26:00.63 Longitude
-99:24:27.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11615 Vault Link
http://plansrv1/bridgemaintvault/b11615 GIS FO/SD
FO H Inv. Method
16.51 Latitude DD
36.433508 Longitude DD
-99.407564 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
11957 x
-11065999.4054798 y
4360436.53251422 |
|||||||||||||||||||||||||||||||||||||
| 11614 | 3108 0414 X | 11614 | Haskell | S.H. 9 | FENTON CREEK | 3108 0414 X | (2) 10ft. X 6ft. X 46ft. LONG RCB SK 30° | 1950 | 35.25355 | -95.16387222 | 26.601 | 45.6 | — | 2 | 30 | 2 | 44 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.3 | 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 | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11956 BRKEY
11614 NBI No.
11614 On Under
1 Structure No.
3108 0414 X Control No.
008 Lane Ind.
Milepoint
04140 Facility Carried
S.H. 9 Feature Intersected
FENTON CREEK Division
01 County
061 Location
4.1 E JCT SH-2 Sufficiency
90.3 Kind Hwy
3 Level Service
1 Route No.
00009 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
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
6800 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
45.6 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
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.7 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10880 Future ADT Year
2042 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11614 ODOT County
31 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 SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0414 X H Index
97.8873 Latitude
35:15:12.78 Longitude
-95:09:49.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08-0414 NBI Text
11614 Vault Link
http://plansrv1/bridgemaintvault/b11614 GIS FO/SD
Meets Standards H Inv. Method
15.2 Latitude DD
35.25355 Longitude DD
-95.16387222 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11956 x
-10593593.7974465 y
4198391.18334173 |
|||||||||||||||||||||||||||||||||||||
| 11613 | 5623 0402 X | 11613 | Okmulgee | S.H. 16 | SNAKE CREEK TRIB. | 5623 0402 X | (2) 10ft. X 4ft. X 60ft. LONG RCB | 1950 | 35.74041389 | -95.93380556 | 21 | 58 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.6 | 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) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11955 BRKEY
11613 NBI No.
11613 On Under
1 Structure No.
5623 0402 X Control No.
023 Lane Ind.
Milepoint
04020 Facility Carried
S.H. 16 Feature Intersected
SNAKE CREEK TRIB. Division
01 County
111 Location
4.02 E JCT US-75 Sufficiency
71.6 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
57.999 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
1950 ADT Total
1800 ADT Year
2022 Design Load
H 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
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
58 Bridge Open Closed
A TSF Rail
0 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
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
41.9 HS Inv. Rating Method
1 HS Inv. Method
25.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 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
11613 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 4ft. X 60ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5623 0402 X H Index
93.366 Latitude
35:44:25.49 Longitude
-95:56:01.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0402 NBI Text
11613 Vault Link
http://plansrv1/bridgemaintvault/b11613 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.74041389 Longitude DD
-95.93380556 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11955 x
-10679302.3848001 y
4264961.26072984 |
|||||||||||||||||||||||||||||||||||||
| 11612 | 2316 0390 X | 11612 | Ellis | S.H. 15 | CREEK | 2316 0390 X | 2-10ft.X8ft.X38.3ft. RCB | 1950 | 36.43471389 | -99.93053333 | 21.001 | 38.301 | — | 2 | 0 | 2 | 36.299 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92 | 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 | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11954 BRKEY
11612 NBI No.
11612 On Under
1 Structure No.
2316 0390 X Control No.
016 Lane Ind.
Milepoint
03900 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
045 Location
4.0 MI E TEXAS LINE Sufficiency
92 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.299 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
1950 ADT Total
620 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
36.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
38.301 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.7 HS Inv. Rating Method
1 HS Inv. Method
33.42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
992 Future ADT Year
2042 Bypass Detour
65 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
11612 ODOT County
23 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
2-10ft.X8ft.X38.3ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2316 0390 X H Index
82.6495 Latitude
36:26:04.97 Longitude
-99:55:49.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11612 Vault Link
http://plansrv1/bridgemaintvault/b11612 GIS FO/SD
Meets Standards H Inv. Method
18.56 Latitude DD
36.43471389 Longitude DD
-99.93053333 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11954 x
-11124216.0849958 y
4360603.38437995 |
|||||||||||||||||||||||||||||||||||||
| 11611 | 4210 0390 X | 11611 | Logan | S.H. 51 | CREEK | 4210 0390 X | 2-10ft.X 8ft.X 67ft. R.C.B | 1950 | 36.11594722 | -97.60585 | 20.981 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11953 BRKEY
11611 NBI No.
11611 On Under
1 Structure No.
4210 0390 X Control No.
010 Lane Ind.
Milepoint
03900 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
083 Location
3.9 E KINGFISHER C/L Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67.001 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
1950 ADT Total
1800 ADT Year
2022 Design Load
H 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
9 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.981 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.
3 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
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
37.903642 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
11611 ODOT County
42 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 67ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4210 0390 X H Index
96.1466 Latitude
36:06:57.41 Longitude
-97:36:21.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11611 Vault Link
http://plansrv1/bridgemaintvault/b11611 GIS FO/SD
Meets Standards H Inv. Method
72.5 Latitude DD
36.11594722 Longitude DD
-97.60585 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11953 x
-10865433.5204446 y
4316587.2816304 |
|||||||||||||||||||||||||||||||||||||
| 11610 | 7704 0385 X | 11610 | Woodward | U.S. 183 | CREEK | 7704 0385 X | 2-10ft.X 5ft.X 121ft. LG. | 1950 | 36.433458 | -99.394603 | 22.966 | 121.001 | — | 2 | 0 | 5 | 66.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 17200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11952 BRKEY
11610 NBI No.
11610 On Under
1 Structure No.
7704 0385 X Control No.
004 Lane Ind.
Milepoint
03850 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
0.2 MI W JCT SH 34 Sufficiency
88.1 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
66.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1950 ADT Total
17200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
66.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
0 Appr. Roadway Width
66.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
121.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.6 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27520 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
11610 ODOT County
77 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
3.937 Rt. Curb SW
3.937 Description
2-10ft.X 5ft.X 121ft. LG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7704 0385 X H Index
91.03 Latitude
36:26:00.45 Longitude
-99:23:40.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
4 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11610 Vault Link
http://plansrv1/bridgemaintvault/b11610 GIS FO/SD
FO H Inv. Method
19.4 Latitude DD
36.433458 Longitude DD
-99.394603 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
11952 x
-11064556.5935596 y
4360429.61436596 |
|||||||||||||||||||||||||||||||||||||
| 11609 | 4120 0326 X | 11609 | Lincoln | U.S. 177 | CREEK | 4120 0326 X | 2-10 ft. X 10 ft. X 86 ft. RDY R.C. BOX SK. 60 DEG. W/ 8 ft. CURTAIN WALLS @ BOTH ENDS | 1950 | 35.7286 | -97.01741667 | 86.001 | 41.001 | — | 2 | 30 | 2 | 41.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11933 BRKEY
11609 NBI No.
11609 On Under
1 Structure No.
4120 0326 X Control No.
020 Lane Ind.
Milepoint
03260 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
03 County
081 Location
3.4 MI N JCT SH 66 Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 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
1950 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
41.001 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
86.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
88.8 HS Inv. Rating Method
3 HS Inv. Method
68.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
27.961703 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
11609 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10 ft. X 10 ft. X 86 ft. RDY R.C. BOX SK. 60 DEG. W/ 8 ft. CURTAIN WALLS @ BOTH ENDS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4120 0326 X H Index
95.6226 Latitude
35:43:42.96 Longitude
-97:01:02.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11609 Vault Link
http://plansrv1/bridgemaintvault/b11609 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.7286 Longitude DD
-97.01741667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11933 x
-10799929.4217832 y
4263341.12461697 |
|||||||||||||||||||||||||||||||||||||
| 11608 | 4120R0267 X | 11608 | Lincoln | U.S. 177 | CREEK | 4120 0267 X | 2-10ft.X9ft.X30ft. RC BOX | 1950 | 35.71999167 | -97.01738056 | 22.966 | 32.152 | — | 2 | 0 | 2 | 29.856 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2400 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
11932 BRKEY
11608 NBI No.
11608 On Under
1 Structure No.
4120R0267 X Control No.
020 Lane Ind.
Milepoint
02670 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
03 County
081 Location
2.8 MI N JCT SH 66 Sufficiency
85.8 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1950 ADT Total
2400 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.13 HS Inv. Rating Method
1 HS Inv. Method
34.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2034 Bypass Detour
27.961703 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
11608 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X9ft.X30ft. RC BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4120 0267 X H Index
87.64 Latitude
35:43:11.97 Longitude
-97:01:02.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11608 Vault Link
http://plansrv1/bridgemaintvault/b11608 GIS FO/SD
Meets Standards H Inv. Method
19.37 Latitude DD
35.71999167 Longitude DD
-97.01738056 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11932 x
-10799925.4020364 y
4262160.74470663 |
|||||||||||||||||||||||||||||||||||||
| 11607 | 3108 0171 X | 11607 | Haskell | S.H. 9 | E BRANCH KING CREEK | 3108 0171 X | (2) 10ft. X 6ft. X 45.8ft. LONG RCB SK 30° | 1950 | 35.25355278 | -95.20697778 | 26.601 | 39.701 | — | 2 | 30 | 2 | 37.9 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | 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 | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11931 BRKEY
11607 NBI No.
11607 On Under
1 Structure No.
3108 0171 X Control No.
008 Lane Ind.
Milepoint
01710 Facility Carried
S.H. 9 Feature Intersected
E BRANCH KING CREEK Division
01 County
061 Location
1.7 E JCT SH-2 Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 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
1950 ADT Total
6300 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
37.9 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
26.601 Deck Width
39.701 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
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 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
10080 Future ADT Year
2042 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11607 ODOT County
31 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 45.8ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0171 X H Index
93.0617 Latitude
35:15:12.79 Longitude
-95:12:25.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08-0171 NBI Text
11607 Vault Link
http://plansrv1/bridgemaintvault/b11607 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
35.25355278 Longitude DD
-95.20697778 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11931 x
-10598392.2864361 y
4198391.56231061 |
|||||||||||||||||||||||||||||||||||||
| 11606 | 4228 0152 X | 11606 | Logan | S.H. 74E | SAND CREEK | 4228 0152 X | 2-10ft.X 10ft.X 36ft. R.C.BOX | 1937 | 36.15952778 | -97.59944444 | 20.965 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | Fair (5) | 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 | 350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11930 BRKEY
11606 NBI No.
11606 On Under
1 Structure No.
4228 0152 X Control No.
028 Lane Ind.
Milepoint
01520 Facility Carried
S.H. 74E Feature Intersected
SAND CREEK Division
04 County
083 Location
1.3 MI E MARSHALL Sufficiency
84 Kind Hwy
3 Level Service
1 Route No.
0074E Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 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
1937 ADT Total
350 ADT Year
2022 Design Load
H 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
3 Appr. Roadway Width
21.499 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
560 Future ADT Year
2042 Bypass Detour
3.728227 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
11606 ODOT County
42 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 10ft.X 36ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4228 0152 X H Index
98.6975 Latitude
36:09:34.3 Longitude
-97:35:58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74E Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11606 Vault Link
http://plansrv1/bridgemaintvault/b11606 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.15952778 Longitude DD
-97.59944444 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11930 x
-10864720.4567672 y
4322594.40910467 |
|||||||||||||||||||||||||||||||||||||
| 11605 | 3108 0151 X | 11605 | Haskell | S.H. 9 | E BRANCH KING CREEK | 3108 0151 X | (2) 10ft. X 7ft. X 82.5ft. LONG RCB SK 30° | 1950 | 35.2537 | -95.21087778 | 26.601 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11929 BRKEY
11605 NBI No.
11605 On Under
1 Structure No.
3108 0151 X Control No.
008 Lane Ind.
Milepoint
01510 Facility Carried
S.H. 9 Feature Intersected
E BRANCH KING CREEK Division
01 County
061 Location
1.5 E JCT SH-2 Sufficiency
84.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 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
1950 ADT Total
6300 ADT Year
2022 Design Load
H 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
2 Fill RCB
10 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
86.6 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2042 Bypass Detour
44.738726 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
11605 ODOT County
31 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 7ft. X 82.5ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0151 X H Index
99.0001 Latitude
35:15:13.32 Longitude
-95:12:39.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08-0151 NBI Text
11605 Vault Link
http://plansrv1/bridgemaintvault/b11605 GIS FO/SD
Meets Standards H Inv. Method
34.1 Latitude DD
35.2537 Longitude DD
-95.21087778 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11929 x
-10598826.4324502 y
4198411.63132187 |
|||||||||||||||||||||||||||||||||||||
| 11604 | 4432 0125 X | 11604 | McClain | S.H. 74 | CREEK | 4432 0125 X | 2-10ft. X 6ft. X 30ft. RDY | 1950 | 34.87354444 | -97.40630556 | 26.903 | 23.999 | — | 2 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.4 | Satisfactory (6) | 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 | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11928 BRKEY
11604 NBI No.
11604 On Under
1 Structure No.
4432 0125 X Control No.
032 Lane Ind.
Milepoint
01250 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
087 Location
2.7 MI. S. JCT. SH 59 Sufficiency
68.4 Kind Hwy
3 Level Service
1 Route No.
00074 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
1950 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
03 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
2 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
3680 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
11604 ODOT County
44 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
2-10ft. X 6ft. X 30ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4432 0125 X H Index
100 Latitude
34:52:24.76 Longitude
-97:24:22.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11604 Vault Link
http://plansrv1/bridgemaintvault/b11604 GIS FO/SD
FO H Inv. Method
15.5 Latitude DD
34.87354444 Longitude DD
-97.40630556 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11928 x
-10843220.3349932 y
4146709.58972056 |
|||||||||||||||||||||||||||||||||||||
| 11603 | 6004 0100 X | 11603 | Payne | S.H. 18 | SKULL CREEK | 6004 0100 X | 2-10ft.X 12ft.X 40ft. R.C.BOX WITH BC HANDRAILS | 1950 | 35.99971944 | -96.76755278 | 20.965 | 42.165 | — | 2 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11909 BRKEY
11603 NBI No.
11603 On Under
1 Structure No.
6004 0100 X Control No.
004 Lane Ind.
Milepoint
01000 Facility Carried
S.H. 18 Feature Intersected
SKULL CREEK Division
04 County
119 Location
1.0 MI N JCT SH 33 Sufficiency
88.8 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1950 ADT Total
4000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
42.165 Bridge Open Closed
A TSF Rail
0 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.78 HS Inv. Rating Method
1 HS Inv. Method
35.26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11603 ODOT County
60 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 12ft.X 40ft. R.C.BOX WITH BC HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6004 0100 X H Index
96.0141 Latitude
35:59:58.99 Longitude
-96:46:03.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11603 Vault Link
http://plansrv1/bridgemaintvault/b11603 GIS FO/SD
Meets Standards H Inv. Method
19.59 Latitude DD
35.99971944 Longitude DD
-96.76755278 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
11909 x
-10772114.7007808 y
4300582.76748961 |
|||||||||||||||||||||||||||||||||||||
| 11601 | 3716 0069 X | 11601 | Kingfisher | S.H. 51 | CREEK | 3716 0069 X | 2-10ft. X 6ft. X 60ft. R.C. BOX | 1950 | 36.11654167 | -97.88632222 | 20.748 | 62 | — | 2 | 0 | 2 | 39.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.8 | 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) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11907 BRKEY
11601 NBI No.
11601 On Under
1 Structure No.
3716 0069 X Control No.
016 Lane Ind.
Milepoint
00690 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
073 Location
.6 MI E JCT US 81 Sufficiency
86.8 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
58.999 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
1950 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
39.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
39.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.748 Deck Width
62 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 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
3680 Future ADT Year
2042 Bypass Detour
36.999907 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
11601 ODOT County
37 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 60ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3716 0069 X H Index
95.297 Latitude
36:06:59.55 Longitude
-97:53:10.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11601 Vault Link
http://plansrv1/bridgemaintvault/b11601 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
36.11654167 Longitude DD
-97.88632222 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11907 x
-10896655.5451567 y
4316669.19795048 |
|||||||||||||||||||||||||||||||||||||
| 11600 | 2420 0015 X | 11600 | Garfield | S.H. 74 | SAND CREEK | 2420 0015 X | 2-10ft. X 14ft. X 82ft. R.C.BOX SK. 60 DEG. | 1957 | 36.16693611 | -97.58596944 | 24.101 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11906 BRKEY
11600 NBI No.
11600 On Under
1 Structure No.
2420 0015 X Control No.
020 Lane Ind.
Milepoint
00150 Facility Carried
S.H. 74 Feature Intersected
SAND CREEK Division
04 County
047 Location
.2 MI N LOGAN C/L Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 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
1957 ADT Total
1400 ADT Year
2022 Design Load
H 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
2 Fill RCB
10 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
24.101 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
6 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
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
35.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11600 ODOT County
24 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 14ft. X 82ft. R.C.BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2420 0015 X H Index
96.0875 Latitude
36:10:00.97 Longitude
-97:35:09.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11600 Vault Link
http://plansrv1/bridgemaintvault/b11600 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
36.16693611 Longitude DD
-97.58596944 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11906 x
-10863220.4266288 y
4323615.90239261 |
|||||||||||||||||||||||||||||||||||||
| 11953 | 7104 3040 X | 11953 | Tillman | U.S. 70 | CREEK | 7104 3040 X | 3-10ft.x10ft.x38ft. RDY. R.C.B. | 1950 | 34.20778333 | -98.61575 | 34.121 | 40 | — | 3 | 0 | 2 | 38.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11473 BRKEY
11953 NBI No.
11953 On Under
1 Structure No.
7104 3040 X Control No.
004 Lane Ind.
Milepoint
30400 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
05 County
141 Location
4.0 MI E JCT S.H. 36 Sufficiency
96 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 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
1950 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
40 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
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.092 HS Inv. Rating Method
1 HS Inv. Method
33.951 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11953 ODOT County
71 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.x10ft.x38ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7104 3040 X H Index
92.975 Latitude
34:12:28.02 Longitude
-98:36:56.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11953 Vault Link
http://plansrv1/bridgemaintvault/b11953 GIS FO/SD
Meets Standards H Inv. Method
18.85 Latitude DD
34.20778333 Longitude DD
-98.61575 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11473 x
-10977855.0741968 y
4056736.49131565 |
|||||||||||||||||||||||||||||||||||||
| 11952 | 6118 2683 X | 11952 | Pittsburg | S.H. 31 | CREEK | 6118 2683 X | (3) 10ft. X 7ft. X 32ft. RCB | 1950 | 35.12147222 | -95.37736389 | 32.001 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.4 | Satisfactory (6) | 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 | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11472 BRKEY
11952 NBI No.
11952 On Under
1 Structure No.
6118 2683 X Control No.
018 Lane Ind.
Milepoint
26830 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
02 County
121 Location
1.5 W HASKELL C/L Sufficiency
76.4 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 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
1950 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 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
32.001 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 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
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.6 HS Inv. Rating Method
1 HS Inv. Method
26.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11952 ODOT County
61 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 7ft. X 32ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6118 2683 X H Index
95.0856 Latitude
35:07:17.3 Longitude
-95:22:38.51 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
081 NBI Text
11952 Vault Link
http://plansrv1/bridgemaintvault/b11952 GIS FO/SD
Meets Standards H Inv. Method
14.9 Latitude DD
35.12147222 Longitude DD
-95.37736389 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11472 x
-10617359.5814396 y
4180401.01086617 |
|||||||||||||||||||||||||||||||||||||
| 11951 | 0720 2109 X | 11951 | Bryan | S.H. 78 | CREEK | 0720 2109 X | (3) 10ft. X 9ft. X 30ft. RCB | 1950 | 33.907733 | -96.373186 | 32.001 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.5 | 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 | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11453 BRKEY
11951 NBI No.
11951 On Under
1 Structure No.
0720 2109 X Control No.
020 Lane Ind.
Milepoint
21090 Facility Carried
S.H. 78 Feature Intersected
CREEK Division
02 County
013 Location
21.09 N & W TX S/L Sufficiency
73.5 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1950 ADT Total
3200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
32.001 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
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.7 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
19.262507 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
11951 ODOT County
07 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 9ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0720 2109 X H Index
96.6331 Latitude
33:54:27.84 Longitude
-96:22:23.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 78 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
078 NBI Text
11951 Vault Link
http://plansrv1/bridgemaintvault/b11951 GIS FO/SD
Meets Standards H Inv. Method
18.9 Latitude DD
33.907733 Longitude DD
-96.373186 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11453 x
-10728213.9916454 y
4016419.54070144 |
|||||||||||||||||||||||||||||||||||||
| 11950 | 2026 1115 X | 11950 | Custer | S.H. 47 | CREEK | 2026 1115 X | 3-10ft.X6ft.X30ft. RDY. R.C.B., SK. 30 DEG. L.F. | 1950 | 35.75429722 | -98.77010556 | 38.058 | 32.001 | — | 3 | 30 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.4 | 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 | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11452 BRKEY
11950 NBI No.
11950 On Under
1 Structure No.
2026 1115 X Control No.
026 Lane Ind.
Milepoint
11150 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
039 Location
11.3 MI E JCT U.S. 183 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
32.001 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
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.998 HS Inv. Rating Method
1 HS Inv. Method
32.408 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2042 Bypass Detour
19.262507 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
11950 ODOT County
20 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.X6ft.X30ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2026 1115 X H Index
95.4306 Latitude
35:45:15.47 Longitude
-98:46:12.38 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
11950 Vault Link
http://plansrv1/bridgemaintvault/b11950 GIS FO/SD
Meets Standards H Inv. Method
17.968 Latitude DD
35.75429722 Longitude DD
-98.77010556 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11452 x
-10995037.8565371 y
4266865.50349849 |
|||||||||||||||||||||||||||||||||||||
| 11949 | 5220 1050 X | 11949 | Noble | S.H. 15 | LITTLE CROW CREEK | 5220 1050 X | 3-10ft. X 7ft. X 69ft. R.C.BOX W/ APRONS & 3ft. ADDTft.L CURTAIN WALLS | 1950 | 36.46371667 | -97.09492778 | 31.66 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | 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 | 810 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11451 BRKEY
11949 NBI No.
11949 On Under
1 Structure No.
5220 1050 X Control No.
020 Lane Ind.
Milepoint
10500 Facility Carried
S.H. 15 Feature Intersected
LITTLE CROW CREEK Division
04 County
103 Location
1.5 MI W JCT US 177 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68.999 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
1950 ADT Total
810 ADT Year
2022 Design Load
H 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
35.997 Span Type Main
M Material
1 - Concrete Design
19 Length
31.66 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 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
51.54 HS Inv. Rating Method
1 HS Inv. Method
30.92 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1296 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
11949 ODOT County
52 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 7ft. X 69ft. R.C.BOX W/ APRONS & 3ft. ADDTft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5220 1050 X H Index
97.8309 Latitude
36:27:49.38 Longitude
-97:05:41.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11949 Vault Link
http://plansrv1/bridgemaintvault/b11949 GIS FO/SD
Meets Standards H Inv. Method
17.16 Latitude DD
36.46371667 Longitude DD
-97.09492778 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11451 x
-10808557.9190793 y
4364617.1087795 |
|||||||||||||||||||||||||||||||||||||
| 11948 | 5507 0864 X | 11948 | Oklahoma | I-44 | CREEK | 5507 0864 X | 3-10ft.X10ft. X 361ft. R.C. BOX SK. 30 DEG. ON NORTH END | 1950 | 35.53309722 | -97.49609722 | 34.17 | 0 | — | 3 | 0 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 63800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11450 BRKEY
11948 NBI No.
11948 On Under
1 Structure No.
5507 0864 X Control No.
007 Lane Ind.
Milepoint
08640 Facility Carried
I-44 Feature Intersected
CREEK Division
04 County
109 Location
.6 MI E OF LINCOLN Sufficiency
67.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1950 ADT Total
63800 ADT Year
2022 Design Load
H 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
8 Fill RCB
25 Appr. Roadway Width
122.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.17 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 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
51.91 HS Inv. Rating Method
1 HS Inv. Method
31.14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
102080 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11948 ODOT County
55 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
3-10ft.X10ft. X 361ft. R.C. BOX SK. 30 DEG. ON NORTH END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0864 X H Index
99.1966 Latitude
35:31:59.15 Longitude
-97:29:45.95 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11948 Vault Link
http://plansrv1/bridgemaintvault/b11948 GIS FO/SD
Meets Standards H Inv. Method
17.31 Latitude DD
35.53309722 Longitude DD
-97.49609722 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
11450 x
-10853215.8968619 y
4236565.00077854 |
|||||||||||||||||||||||||||||||||||||
| 11947 | 5220 0855 X | 11947 | Noble | S.H. 15 | CREEK | 5220 0855 X | 3-10ft. X 9ft. X 30ft. R.C. BOX W/ BC TYPE RAILS | 1950 | 36.46377222 | -97.13020833 | 31.919 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | 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) | B | 740 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11449 BRKEY
11947 NBI No.
11947 On Under
1 Structure No.
5220 0855 X Control No.
020 Lane Ind.
Milepoint
08550 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
04 County
103 Location
8.8 MI E OF JCT US77 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
740 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.919 Deck Width
32.001 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96.77 HS Inv. Rating Method
1 HS Inv. Method
58.05 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1184 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
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11947 ODOT County
52 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 9ft. X 30ft. R.C. BOX W/ BC TYPE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5220 0855 X H Index
68.2837 Latitude
36:27:49.58 Longitude
-97:07:48.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11947 Vault Link
http://plansrv1/bridgemaintvault/b11947 GIS FO/SD
Meets Standards H Inv. Method
32.25 Latitude DD
36.46377222 Longitude DD
-97.13020833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11449 x
-10812485.3319402 y
4364624.79784102 |
|||||||||||||||||||||||||||||||||||||
| 11946 | 4512 0798 X | 11946 | McCurtain | S.H. 3 | CREEK | 4512 0798 X | (3) 10ft. X 7ft. X 32.4ft. LONG RCB | 1950 | 33.89283889 | -94.65253056 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11448 BRKEY
11946 NBI No.
11946 On Under
1 Structure No.
4512 0798 X Control No.
012 Lane Ind.
Milepoint
07980 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
089 Location
8.0 E-S JCT US-259 Sufficiency
87.9 Kind Hwy
3 Level Service
1 Route No.
00003 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
1950 ADT Total
2300 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 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
43.6 HS Inv. Rating Method
1 HS Inv. Method
26.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 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
11946 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
(3) 10ft. X 7ft. X 32.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4512 0798 X H Index
95.3571 Latitude
33:53:34.22 Longitude
-94:39:09.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
42 NBI Text
11946 Vault Link
http://plansrv1/bridgemaintvault/b11946 GIS FO/SD
Meets Standards H Inv. Method
14.9 Latitude DD
33.89283889 Longitude DD
-94.65253056 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
11448 x
-10536671.504234 y
4014421.96748476 |
|||||||||||||||||||||||||||||||||||||
| 11945 | 2420 0760 X | 11945 | Garfield | S.H. 74 | CREEK | 2420 0760 X | 3-10ft. X 6ft. X 38ft. R.C. BOX WITH CONCRETE PARAPET RAILS | 1927 | 36.27546667 | -97.58629444 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11429 BRKEY
11945 NBI No.
11945 On Under
1 Structure No.
2420 0760 X Control No.
020 Lane Ind.
Milepoint
07600 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
047 Location
7.5 MI N LOGAN C/L Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 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
1927 ADT Total
1400 ADT Year
2022 Design Load
H 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
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.51 HS Inv. Rating Method
1 HS Inv. Method
37.43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
35.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11945 ODOT County
24 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 6ft. X 38ft. R.C. BOX WITH CONCRETE PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2420 0760 X H Index
88.6765 Latitude
36:16:31.68 Longitude
-97:35:10.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11945 Vault Link
http://plansrv1/bridgemaintvault/b11945 GIS FO/SD
Meets Standards H Inv. Method
22.08 Latitude DD
36.27546667 Longitude DD
-97.58629444 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11429 x
-10863256.6054633 y
4338591.66257579 |
|||||||||||||||||||||||||||||||||||||
| 11944 | 2420 0740 X | 11944 | Garfield | S.H. 74 | CREEK | 2420 0740 X | 3-10ft. X 6ft. X 38ft. R.C. BOX WITH CONCRETE PARAPET RAILS | 1927 | 36.27253056 | -97.5863 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.7 | Satisfactory (6) | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11428 BRKEY
11944 NBI No.
11944 On Under
1 Structure No.
2420 0740 X Control No.
020 Lane Ind.
Milepoint
07400 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
047 Location
7.3 MI N LOGAN C/L Sufficiency
85.7 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 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
1927 ADT Total
1400 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 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
7 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
41.7 HS Inv. Rating Method
1 HS Inv. Method
24.97 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
35.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11944 ODOT County
24 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 6ft. X 38ft. R.C. BOX WITH CONCRETE PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2420 0740 X H Index
98.3079 Latitude
36:16:21.11 Longitude
-97:35:10.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11944 Vault Link
http://plansrv1/bridgemaintvault/b11944 GIS FO/SD
Meets Standards H Inv. Method
14.74 Latitude DD
36.27253056 Longitude DD
-97.5863 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11428 x
-10863257.2243996 y
4338186.24513229 |
|||||||||||||||||||||||||||||||||||||
| 11943 | 3822 0678 X | 11943 | Kiowa | S.H. 44 | CREEK | 3822 0678 X | 3-10ft. X 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS | 1950 | 35.10228056 | -99.18396111 | 33.136 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Satisfactory (6) | 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 | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11427 BRKEY
11943 NBI No.
11943 On Under
1 Structure No.
3822 0678 X Control No.
022 Lane Ind.
Milepoint
06780 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
075 Location
6.9 MI N S.H. 9 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 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
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
37.809 HS Inv. Rating Method
3 HS Inv. Method
29.211 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
768 Future ADT Year
2042 Bypass Detour
24.233476 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
11943 ODOT County
38 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 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3822 0678 X H Index
67 Latitude
35:06:08.21 Longitude
-99:11:02.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11943 Vault Link
http://plansrv1/bridgemaintvault/b11943 GIS FO/SD
Meets Standards H Inv. Method
17.306 Latitude DD
35.10228056 Longitude DD
-99.18396111 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11427 x
-11041108.045625 y
4177789.36520213 |
|||||||||||||||||||||||||||||||||||||
| 11942 | 3822 0676 X | 11942 | Kiowa | S.H. 44 | CREEK | 3822 0676 X | 3-10ft. X 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS | 1950 | 35.10198056 | -99.18396111 | 33.136 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Satisfactory (6) | 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 | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11426 BRKEY
11942 NBI No.
11942 On Under
1 Structure No.
3822 0676 X Control No.
022 Lane Ind.
Milepoint
06760 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
075 Location
6.8 MI N S.H. 9 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 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
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.64 HS Inv. Rating Method
1 HS Inv. Method
29.18 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
24.233476 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
11942 ODOT County
38 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 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3822 0676 X H Index
91.8976 Latitude
35:06:07.13 Longitude
-99:11:02.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11942 Vault Link
http://plansrv1/bridgemaintvault/b11942 GIS FO/SD
Meets Standards H Inv. Method
17.15 Latitude DD
35.10198056 Longitude DD
-99.18396111 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11426 x
-11041108.045625 y
4177748.54538719 |
|||||||||||||||||||||||||||||||||||||
| 11941 | 3822 0653 X | 11941 | Kiowa | S.H. 44 | CREEK | 3822 0653 X | 3-10ft. X 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS | 1950 | 35.09860556 | -99.183975 | 33.999 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Satisfactory (6) | 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 | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11425 BRKEY
11941 NBI No.
11941 On Under
1 Structure No.
3822 0653 X Control No.
022 Lane Ind.
Milepoint
06530 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
075 Location
6.6 MI N S.H. 9 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 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
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
37.809 HS Inv. Rating Method
3 HS Inv. Method
29.211 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
768 Future ADT Year
2042 Bypass Detour
24.233476 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
11941 ODOT County
38 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 3ft. X 30ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3822 0653 X H Index
93.0029 Latitude
35:05:54.98 Longitude
-99:11:02.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11941 Vault Link
http://plansrv1/bridgemaintvault/b11941 GIS FO/SD
Meets Standards H Inv. Method
17.306 Latitude DD
35.09860556 Longitude DD
-99.183975 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11425 x
-11041109.5918528 y
4177289.33281996 |
|||||||||||||||||||||||||||||||||||||
| 11940 | 3822 0497 X | 11940 | Kiowa | S.H. 44 | CREEK | 3822 0497 X | 3-10ft. X 5ft. X 30ft. RDY. R.C.B. W/ HANDRAILS | 1950 | 35.07602222 | -99.18406667 | 33.136 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Satisfactory (6) | 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 | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11424 BRKEY
11940 NBI No.
11940 On Under
1 Structure No.
3822 0497 X Control No.
022 Lane Ind.
Milepoint
04970 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
075 Location
5.0 MI N S.H. 9 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1950 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 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
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.7 HS Inv. Rating Method
1 HS Inv. Method
29.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
24.233476 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
11940 ODOT County
38 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 5ft. X 30ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3822 0497 X H Index
95.867 Latitude
35:04:33.68 Longitude
-99:11:02.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11940 Vault Link
http://plansrv1/bridgemaintvault/b11940 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
35.07602222 Longitude DD
-99.18406667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11424 x
-11041119.7965105 y
4174217.06523174 |
|||||||||||||||||||||||||||||||||||||
| 11939 | 7620 0486 X | 11939 | Woods | S.H. 14 | WEST DOG CREEK | 7620 0486 X | 3-10X8X32.5ft. RCB | 1950 | 36.65251944 | -98.88171667 | 32.152 | 32.5 | — | 3 | 0 | 2 | 30.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11405 BRKEY
11939 NBI No.
11939 On Under
1 Structure No.
7620 0486 X Control No.
020 Lane Ind.
Milepoint
04860 Facility Carried
S.H. 14 Feature Intersected
WEST DOG CREEK Division
06 County
151 Location
5.0 MI N JCT US-281 Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00014 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.499 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
1950 ADT Total
550 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
21.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
32.5 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
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.33 HS Inv. Rating Method
1 HS Inv. Method
34.99 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
11939 ODOT County
76 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
3-10X8X32.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7620 0486 X H Index
92.1343 Latitude
36:39:09.07 Longitude
-98:52:54.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 14 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11939 Vault Link
http://plansrv1/bridgemaintvault/b11939 GIS FO/SD
Meets Standards H Inv. Method
19.42 Latitude DD
36.65251944 Longitude DD
-98.88171667 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11405 x
-11007462.3484691 y
4390782.52102835 |
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| 11938 | 2316 0303 X | 11938 | Ellis | S.H. 15 | CREEK | 2316 0303 X | 3-8ft.X4ft.X43.8ft. RCB | 1950 | 36.43485833 | -99.94622778 | 29.003 | 37.1 | — | 3 | 30 | 2 | 36.401 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11404 BRKEY
11938 NBI No.
11938 On Under
1 Structure No.
2316 0303 X Control No.
016 Lane Ind.
Milepoint
03030 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
045 Location
3.1 MI E TEXAS LINE Sufficiency
86.1 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.401 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
1950 ADT Total
620 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
36.401 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.009 Span Type Main
M Material
1 - Concrete Design
19 Length
29.003 Deck Width
37.1 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.74 HS Inv. Rating Method
1 HS Inv. Method
27.44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
992 Future ADT Year
2042 Bypass Detour
65 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
11938 ODOT County
23 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
3-8ft.X4ft.X43.8ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2316 0303 X H Index
95.9913 Latitude
36:26:05.49 Longitude
-99:56:46.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11938 Vault Link
http://plansrv1/bridgemaintvault/b11938 GIS FO/SD
Meets Standards H Inv. Method
15.24 Latitude DD
36.43485833 Longitude DD
-99.94622778 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11404 x
-11125963.1831781 y
4360623.36986214 |
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| 11937 | 7618 0302 X | 11937 | Woods | S.H. 11 | CREEK | 7618 0302 X | 3-10X10X37.3ft. RCB | 1950 | 36.89894722 | -98.59368611 | 37.073 | 32.3 | — | 3 | 30 | 2 | 30.3 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
11403 BRKEY
11937 NBI No.
11937 On Under
1 Structure No.
7618 0302 X Control No.
018 Lane Ind.
Milepoint
03020 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
151 Location
3.1 MI E JCT US-281 Sufficiency
91.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.3 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
1950 ADT Total
850 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
30.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.073 Deck Width
32.3 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
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.16 HS Inv. Rating Method
1 HS Inv. Method
34.89 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1360 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
11937 ODOT County
76 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
3-10X10X37.3ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7618 0302 X H Index
91.1476 Latitude
36:53:56.21 Longitude
-98:35:37.27 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
-1 NBI Text
11937 Vault Link
http://plansrv1/bridgemaintvault/b11937 GIS FO/SD
Meets Standards H Inv. Method
19.38 Latitude DD
36.89894722 Longitude DD
-98.59368611 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
11403 x
-10975398.933197 y
4425030.6774419 |