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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 14059 | 3419 0233 X | 14059 | Jefferson | S.H. 89 | FOX BRANCH CREEK | 3419 0233 X | (12ft. - 14ft. - 12ft.) X 6ft. X 40ft. RCB SKEWED 60 DEGREES | 1958 | 34.20382222 | -97.59741944 | 46.916 | 0 | — | 3 | 60 | 2 | 0 | 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) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13865 BRKEY
14059 NBI No.
14059 On Under
1 Structure No.
3419 0233 X Control No.
019 Lane Ind.
Milepoint
02330 Facility Carried
S.H. 89 Feature Intersected
FOX BRANCH CREEK Division
07 County
067 Location
2.5 MI N JCT US70 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00089 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24 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
1958 ADT Total
920 ADT Year
2022 Design Load
HS 20 Skew
60 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
4 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
1472 Future ADT Year
2042 Bypass Detour
23 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
14059 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
(12ft. - 14ft. - 12ft.) X 6ft. X 40ft. RCB SKEWED 60 DEGREES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3419 0233 X H Index
92.7232 Latitude
34:12:13.76 Longitude
-97:35:50.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 89 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
054 NBI Text
14059 Vault Link
http://plansrv1/bridgemaintvault/b14059 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.20382222 Longitude DD
-97.59741944 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13865 x
-10864495.0347983 y
4056203.31581125 |
|||||||||||||||||||||||||||||||||||||
| 14058 | 5420 0078 X | 14058 | Okfuskee | S.H. 84 | STIDHAM CREEK | 5420 0078 X | (13ft.-17ft.-13ft.)X 15ft.X | 1958 | 35.30107778 | -96.03442778 | 46.916 | 61.024 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.5 | 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 | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13864 BRKEY
14058 NBI No.
14058 On Under
1 Structure No.
5420 0078 X Control No.
020 Lane Ind.
Milepoint
00780 Facility Carried
S.H. 84 Feature Intersected
STIDHAM CREEK Division
03 County
107 Location
0.8 MI N HUGHES CO Sufficiency
84.5 Kind Hwy
3 Level Service
1 Route No.
00084 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
1958 ADT Total
690 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
61.024 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
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1104 Future ADT Year
2042 Bypass Detour
24.854848 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
14058 ODOT County
54 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
(13ft.-17ft.-13ft.)X 15ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5420 0078 X H Index
95.6892 Latitude
35:18:03.88 Longitude
-96:02:03.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 84 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14058 Vault Link
http://plansrv1/bridgemaintvault/b14058 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.30107778 Longitude DD
-96.03442778 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13864 x
-10690503.599093 y
4204872.05889343 |
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| 14244 | 3408 0676 X | 14244 | Jefferson | U.S. 81 | CREEK | 3408 0676 X | 2 - 10ft. X 8ft. X 49ft. RCB | 1959 | 34.25112222 | -97.96154722 | 22.966 | 51.001 | — | 2 | 0 | 2 | 48.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13857 BRKEY
14244 NBI No.
14244 On Under
1 Structure No.
3408 0676 X Control No.
008 Lane Ind.
Milepoint
06760 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
067 Location
6.9 MI N JCT US70 Sufficiency
89.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
48.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1959 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
48.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
51.001 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
9 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
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
41.999998 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
14244 ODOT County
34 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 49ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3408 0676 X H Index
95.4406 Latitude
34:15:04.04 Longitude
-97:57:41.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035 NBI Text
14244 Vault Link
http://plansrv1/bridgemaintvault/b14244 GIS FO/SD
Meets Standards H Inv. Method
18.6 Latitude DD
34.25112222 Longitude DD
-97.96154722 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13857 x
-10905029.5538516 y
4062571.65438752 |
|||||||||||||||||||||||||||||||||||||
| 14243 | 7318 0675 X | 14243 | Wagoner | S.H. 51 B | YELLOW WATER CREEK | 7318 0675 X | 2-10ft. X 10ft. X 32ft. R. | 1959 | 35.871181 | -95.597778 | 22.966 | 0 | — | 2 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13856 BRKEY
14243 NBI No.
14243 On Under
1 Structure No.
7318 0675 X Control No.
018 Lane Ind.
Milepoint
06750 Facility Carried
S.H. 51 B Feature Intersected
YELLOW WATER CREEK Division
01 County
145 Location
8.3 MI SE JCT SH-72 Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
0051B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 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
1959 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 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
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
59.2 HS Inv. Rating Method
1 HS Inv. Method
35.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
29.825817 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
14243 ODOT County
73 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
1.001 Rt. Curb SW
1.001 Description
2-10ft. X 10ft. X 32ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7318 0675 X H Index
95.2983 Latitude
35:52:16.25 Longitude
-95:35:52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51B Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14243 Vault Link
http://plansrv1/bridgemaintvault/b14243 GIS FO/SD
Meets Standards H Inv. Method
19.7 Latitude DD
35.871181 Longitude DD
-95.597778 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13856 x
-10641895.9679284 y
4282910.52276286 |
|||||||||||||||||||||||||||||||||||||
| 14242 | 1916R0650 X | 14242 | Creek | S.H. 16 | WEST SPRING CREEK | 1916 0650 X | 2-10ft.X12ft.X50ft. RCB | 1959 | 35.901056 | -96.569464 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
13855 BRKEY
14242 NBI No.
14242 On Under
1 Structure No.
1916R0650 X Control No.
016 Lane Ind.
Milepoint
06500 Facility Carried
S.H. 16 Feature Intersected
WEST SPRING CREEK Division
08 County
037 Location
6.4 MI S JCT SH 33 Sufficiency
86.6 Kind Hwy
3 Level Service
1 Route No.
00016 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
1959 ADT Total
1100 ADT Year
2020 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
29.856 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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
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
61.6 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2040 Bypass Detour
24.854848 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
14242 ODOT County
19 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.X12ft.X50ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1916 0650 X H Index
77.9046 Latitude
35:54:03.8 Longitude
-96:34:10.07 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
-1 NBI Text
14242 Vault Link
http://plansrv1/bridgemaintvault/b14242 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.901056 Longitude DD
-96.569464 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13855 x
-10750063.5586594 y
4287015.35718448 |
|||||||||||||||||||||||||||||||||||||
| 14241 | 7034 0561 X | 14241 | Texas | U.S. 56 | CREEK | 7034 0561 X | 2-10ft.X7ft.X46.4ft. RCB W/HANDRAILS | 1959 | 36.961189 | -101.948267 | 20.997 | 46.401 | — | 2 | 0 | 2 | 44.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13854 BRKEY
14241 NBI No.
14241 On Under
1 Structure No.
7034 0561 X Control No.
034 Lane Ind.
Milepoint
05610 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
139 Location
5.7 MI NE CIMARRON C/L Sufficiency
90.8 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44.4 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
1959 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
44.4 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
20.997 Deck Width
46.401 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.92 HS Inv. Rating Method
1 HS Inv. Method
28.75 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
14241 ODOT County
70 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.X7ft.X46.4ft. RCB W/HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7034 0561 X H Index
92.7838 Latitude
36:57:40.28 Longitude
-101:56:53.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 56 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14241 Vault Link
http://plansrv1/bridgemaintvault/b14241 GIS FO/SD
Meets Standards H Inv. Method
15.97 Latitude DD
36.961189 Longitude DD
-101.948267 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13854 x
-11348829.1696967 y
4433698.41416239 |
|||||||||||||||||||||||||||||||||||||
| 14240 | 5623 0557 X | 14240 | Okmulgee | S.H. 16 | SNAKE CREEK TRIB. | 5623 0557 X | (2) 10ft. X 11ft. X 42ft. LONG RCB | 1959 | 35.74041111 | -95.90611944 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | 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
13853 BRKEY
14240 NBI No.
14240 On Under
1 Structure No.
5623 0557 X Control No.
023 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 16 Feature Intersected
SNAKE CREEK TRIB. Division
01 County
111 Location
5.7 E JCT US-75 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00016 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
1959 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG 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
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.9 HS Inv. Rating Method
1 HS Inv. Method
35.4 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
14240 ODOT County
56 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
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 11ft. X 42ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5623 0557 X H Index
97.6841 Latitude
35:44:25.48 Longitude
-95:54:22.03 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
23-0557 NBI Text
14240 Vault Link
http://plansrv1/bridgemaintvault/b14240 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
35.74041111 Longitude DD
-95.90611944 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13853 x
-10676220.3800197 y
4264960.87945724 |
|||||||||||||||||||||||||||||||||||||
| 14239 | 5515 0526 X | 14239 | Oklahoma | I-35 | CREEK | 5515 0526 X | 2-10ft.X 6ft.X 250ft. R.C.BOX SK 60 DEG. | 1959 | 35.45251111 | -97.48948611 | 22.598 | 0 | — | 2 | 30 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | 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 | 136800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13852 BRKEY
14239 NBI No.
14239 On Under
1 Structure No.
5515 0526 X Control No.
015 Lane Ind.
Milepoint
05260 Facility Carried
I-35 Feature Intersected
CREEK Division
04 County
109 Location
5.3 MI N CLEVELAND CO Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67.999 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
1959 ADT Total
136800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
8 Fill RCB
36 Appr. Roadway Width
135.997 Span Type Main
M Material
1 - Concrete Design
19 Length
22.598 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
99.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
218880 Future ADT Year
2042 Bypass Detour
0 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
14239 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
2-10ft.X 6ft.X 250ft. R.C.BOX SK 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0526 X H Index
100 Latitude
35:27:09.04 Longitude
-97:29:22.15 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15526 NBI Text
14239 Vault Link
http://plansrv1/bridgemaintvault/b14239 GIS FO/SD
Meets Standards H Inv. Method
99.869 Latitude DD
35.45251111 Longitude DD
-97.48948611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13852 x
-10852479.9514631 y
4225546.90503093 |
|||||||||||||||||||||||||||||||||||||
| 14153 | 6630T2050 X | 14153 | Rogers | CO. RD. N4230 | WILL ROGERS TP I-44 UND | 6630T2050 X | 37ft.,2-47ft.,37ft. I-BM S | 1958 | 36.34694444 | -95.47138889 | 170.932 | 29.701 | — | 4 | 25 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.8 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13851 BRKEY
14153 NBI No.
14153 On Under
1 Structure No.
6630T2050 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4230 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
20.8 MI.NE OF TP GATE Sufficiency
69.8 Kind Hwy
4 Level Service
1 Route No.
N4230 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
25 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
170.932 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
73.8 HS Inv. Rating Method
1 HS Inv. Method
44.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1509 Min Measured Clearance
1508 NBI Rating
14153 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.,2-47ft.,37ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T2050 X H Index
91.4653 Latitude
36:20:49 Longitude
-95:28:17 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4230 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.83 NBI Text
14153 Vault Link
http://plansrv1/bridgemaintvault/b14153 GIS FO/SD
FO H Inv. Method
34.7 Latitude DD
36.34694444 Longitude DD
-95.47138889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13851 x
-10627826.3965614 y
4348466.00702347 |
|||||||||||||||||||||||||||||||||||||
| 14152 | 7278R1447 X | 14152 | Tulsa | 145TH AVE. | I-44 UNDER | 7278 1447 X | 30ft.,50ft.,50ft.,30ft.SLAB | 1958 | 36.1625 | -95.81527778 | 171.916 | 33.136 | — | 4 | 0 | 2 | 27.887 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.6 | Fair (5) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 4400 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
13850 BRKEY
14152 NBI No.
14152 On Under
1 Structure No.
7278R1447 X Control No.
Lane Ind.
Milepoint
Facility Carried
145TH AVE. Feature Intersected
I-44 UNDER Division
08 County
143 Location
0.7 MI E I-244 Sufficiency
55.6 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.887 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1958 ADT Total
4400 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
27.887 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.887 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
33.136 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
32.959 HS Inv. Rating Method
1 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2035 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1611 Min Measured Clearance
1606 NBI Rating
14152 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.,50ft.,50ft.,30ft.SLAB Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1447 X H Index
95.5815 Latitude
36:09:45 Longitude
-95:48:55 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
145TH AVE. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14152 Vault Link
http://plansrv1/bridgemaintvault/b14152 GIS FO/SD
Meets Standards H Inv. Method
13.007 Latitude DD
36.1625 Longitude DD
-95.81527778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13850 x
-10666107.9326857 y
4323004.22034077 |
|||||||||||||||||||||||||||||||||||||
| 14151 | 5509 1212 X | 14151 | Oklahoma | SORGHUM MILL RD | I-35 UNDER | 5509 1237 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1958 | 35.710714 | -97.416544 | 172.001 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.1 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13849 BRKEY
14151 NBI No.
14151 On Under
1 Structure No.
5509 1212 X Control No.
Lane Ind.
Milepoint
Facility Carried
SORGHUM MILL RD Feature Intersected
I-35 UNDER Division
04 County
109 Location
3.9 MI N JCT SH 66 Sufficiency
76.1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1958 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.6 Underclearance Left
18.698 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
172.001 Deck Width
28.999 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
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1611 Min Measured Clearance
1606 NBI Rating
14151 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 1237 X H Index
84.9633 Latitude
35:42:38.57 Longitude
-97:24:59.56 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
SORGHUM MILL RD (NE 234TH ) Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14151 Vault Link
http://plansrv1/bridgemaintvault/b14151 GIS FO/SD
FO H Inv. Method
21 Latitude DD
35.710714 Longitude DD
-97.416544 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13849 x
-10844360.0729205 y
4260888.72723135 |
|||||||||||||||||||||||||||||||||||||
| 14150 | 5509 1137 X | 14150 | Oklahoma | COFFEE CREEK RD. | I-35 UNDER | 5509 1137 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1958 | 35.696206 | -97.416536 | 171.001 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.1 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13848 BRKEY
14150 NBI No.
14150 On Under
1 Structure No.
5509 1137 X Control No.
Lane Ind.
Milepoint
Facility Carried
COFFEE CREEK RD. Feature Intersected
I-35 UNDER Division
04 County
109 Location
2.9 MI N JCT SH 66 Sufficiency
76.1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1958 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.4 Underclearance Left
18.799 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.001 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1609 Min Measured Clearance
1605 NBI Rating
14150 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 1137 X H Index
73.6293 Latitude
35:41:46.34 Longitude
-97:24:59.53 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
COFFEE CREEK RD (NE 122ND) Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14150 Vault Link
http://plansrv1/bridgemaintvault/b14150 GIS FO/SD
FO H Inv. Method
21 Latitude DD
35.696206 Longitude DD
-97.416536 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13848 x
-10844359.1823646 y
4258899.90069424 |
|||||||||||||||||||||||||||||||||||||
| 14149 | 6630T1110 X | 14149 | Rogers | CO. RD. N4150 | WILL ROGERS TP I-44 UND | 6630T1110 X | 39ft.,2-49ft.,39ft. I-BM SPANS | 1958 | 36.28583333 | -95.61666667 | 178.15 | 21.601 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13847 BRKEY
14149 NBI No.
14149 On Under
1 Structure No.
6630T1110 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4150 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
11.6 MI.NE OF TP GATE Sufficiency
51.4 Kind Hwy
4 Level Service
1 Route No.
N4150 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
HS 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.904 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
21.601 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52.2 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1505 Min Measured Clearance
1505 NBI Rating
14149 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.,2-49ft.,39ft. I-BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1110 X H Index
80.8619 Latitude
36:17:09 Longitude
-95:36:60 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4150 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.62 NBI Text
14149 Vault Link
http://plansrv1/bridgemaintvault/b14149 GIS FO/SD
FO H Inv. Method
24 Latitude DD
36.28583333 Longitude DD
-95.61666667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13847 x
-10643998.6450546 y
4340023.21075413 |
|||||||||||||||||||||||||||||||||||||
| 14148 | 5509R1037 X | 14148 | Oklahoma | COVELL RD. (206 ST | I-35 UNDER | 5509R1037 X | 30ft.-55ft.-55ft.-30ft. CONT. CONCSLAB SPANS WITH 2-18ft. SAFETY CURBS | 1958 | 35.31666667 | -95.55972222 | 171.916 | 28.999 | — | 4 | 0 | -1 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Not applicable (N) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
13846 BRKEY
14148 NBI No.
14148 On Under
1 Structure No.
5509R1037 X Control No.
Lane Ind.
Milepoint
Facility Carried
COVELL RD. (206 ST Feature Intersected
I-35 UNDER Division
04 County
109 Location
1.9 MI N JCT SH 66 Sufficiency
91.7 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
52.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1958 ADT Total
-1 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18.501 Deck Structure Type
1 No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
27.778 HS Inv. Rating Method
2 HS Inv. Method
27.778 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 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
14148 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONCSLAB SPANS WITH 2-18ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5509R1037 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
COVELL RD. (206 ST Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14148 Vault Link
http://plansrv1/bridgemaintvault/b14148 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13846 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 14057 | 5152 0074 X | 14057 | Muskogee | S.H. 71 | BELLE STAR CREEK | 5152 0074 X | 3-10ft.X 10ft.X 47ft. R.C. | 1958 | 35.29957222 | -95.33300833 | 47.9 | 50 | — | 3 | 45 | 2 | 36 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.3 | 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) | B | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13845 BRKEY
14057 NBI No.
14057 On Under
1 Structure No.
5152 0074 X Control No.
052 Lane Ind.
Milepoint
00740 Facility Carried
S.H. 71 Feature Intersected
BELLE STAR CREEK Division
01 County
101 Location
0.5 MI E MCINTOSH CO Sufficiency
85.3 Kind Hwy
3 Level Service
1 Route No.
00071 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
1958 ADT Total
550 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
36 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
47.9 Deck Width
50 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
5 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
90.01 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2042 Bypass Detour
14.912909 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
14057 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 47ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5152 0074 X H Index
67 Latitude
35:17:58.46 Longitude
-95:19:58.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 71 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14057 Vault Link
http://plansrv1/bridgemaintvault/b14057 GIS FO/SD
Meets Standards H Inv. Method
50.01 Latitude DD
35.29957222 Longitude DD
-95.33300833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13845 x
-10612421.9430865 y
4204666.70277735 |
|||||||||||||||||||||||||||||||||||||
| 14056 | 3102 0055 X | 14056 | Haskell | S.H. 2 | MILL CREEK | 3102 0055 X | (13ft. - 17ft. - 13ft.) X 10ft. X 42ft. LONG RCB | 1958 | 35.066117 | -95.324906 | 46.9 | 42.001 | — | 3 | 0 | 2 | 39.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81 | 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 | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13844 BRKEY
14056 NBI No.
14056 On Under
1 Structure No.
3102 0055 X Control No.
002 Lane Ind.
Milepoint
00550 Facility Carried
S.H. 2 Feature Intersected
MILL CREEK Division
01 County
061 Location
0.6 N LATIMER C/L Sufficiency
81 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.501 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
1958 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.501 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
46.9 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
57.166149 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
14056 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
(13ft. - 17ft. - 13ft.) X 10ft. X 42ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3102 0055 X H Index
68.461 Latitude
35:03:58.02 Longitude
-95:19:29.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02-0055 NBI Text
14056 Vault Link
http://plansrv1/bridgemaintvault/b14056 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.066117 Longitude DD
-95.324906 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13844 x
-10611519.9958367 y
4172869.81422306 |
|||||||||||||||||||||||||||||||||||||
| 14055 | 2002 0038 X | 14055 | Custer | I-40 | CREEK | 2002 0038 X | 3-10ft.X12ft.X194ft. RDY. R.C.B., SK. 45 DEG. L.F. | 1958 | 35.46884167 | -99.13800556 | 47.9 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13843 BRKEY
14055 NBI No.
14055 On Under
1 Structure No.
2002 0038 X Control No.
002 Lane Ind.
Milepoint
00380 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
039 Location
0.4 MI NE WASHITA C/L Sufficiency
85 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
19300 ADT Year
2022 Design Load
HS 20 Skew
45 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
7 Appr. Roadway Width
99.902 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14055 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X12ft.X194ft. RDY. R.C.B., SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0038 X H Index
97.36 Latitude
35:28:07.83 Longitude
-99:08:16.82 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14055 Vault Link
http://plansrv1/bridgemaintvault/b14055 GIS FO/SD
Meets Standards H Inv. Method
79.21 Latitude DD
35.46884167 Longitude DD
-99.13800556 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13843 x
-11035992.2971999 y
4227778.80025604 |
|||||||||||||||||||||||||||||||||||||
| 14238 | 5722 0252 X | 14238 | Osage | S.H. 123 | CREEK | 5722 0252 X | 2-10ft. X 10ft. X 40ft. R. | 1959 | 36.59141667 | -96.14515833 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13833 BRKEY
14238 NBI No.
14238 On Under
1 Structure No.
5722 0252 X Control No.
022 Lane Ind.
Milepoint
02520 Facility Carried
S.H. 123 Feature Intersected
CREEK Division
08 County
113 Location
2.5 MI. N. JCT. SH11 Sufficiency
91.1 Kind Hwy
3 Level Service
1 Route No.
00123 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
07 - Major Collector (Rural) Year Built
1959 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.2 HS Inv. Rating Method
1 HS Inv. Method
35.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
42.253241 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14238 ODOT County
57 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 40ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5722 0252 X H Index
67 Latitude
36:35:29.1 Longitude
-96:08:42.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 123 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14238 Vault Link
http://plansrv1/bridgemaintvault/b14238 GIS FO/SD
Meets Standards H Inv. Method
19.7 Latitude DD
36.59141667 Longitude DD
-96.14515833 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13833 x
-10702830.0675343 y
4382307.53384139 |
|||||||||||||||||||||||||||||||||||||
| 14237 | 0848 0251SXF | 14237 | Caddo | I-40 FRONTAGE RD. | CREEK | 0848 0251SXF | 2-10ft.X10ft.X115ft. RDY. R.C.B., SK. 25 DEG. LF | 1959 | 35.53535 | -98.578864 | 23.95 | 0 | — | 2 | 25 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.5 | 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) | A | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13832 BRKEY
14237 NBI No.
14237 On Under
1 Structure No.
0848 0251SXF Control No.
048 Lane Ind.
S Milepoint
02510 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
CREEK Division
05 County
015 Location
2.6 MI E CUSTER C/L Sufficiency
84.5 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1959 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
25 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
20 Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
57.02 HS Inv. Rating Method
1 HS Inv. Method
34.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14237 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X115ft. RDY. R.C.B., SK. 25 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
0848 0251SXF H Index
95.38 Latitude
35:32:07.26 Longitude
-98:34:43.91 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
14237 Vault Link
http://plansrv1/bridgemaintvault/b14237 GIS FO/SD
Meets Standards H Inv. Method
28.95 Latitude DD
35.53535 Longitude DD
-98.578864 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13832 x
-10973748.9434594 y
4236873.16989443 |
|||||||||||||||||||||||||||||||||||||
| 14236 | 0848 0251 X | 14236 | Caddo | I-40 | CREEK | 0848 0251 X | 2-10ft.X10ft.X392ft. RDY. R.C.B., SK. 15 DEG. LF | 1959 | 35.535917 | -98.578672 | 23.95 | 0 | — | 2 | 15 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13831 BRKEY
14236 NBI No.
14236 On Under
1 Structure No.
0848 0251 X Control No.
048 Lane Ind.
Milepoint
02510 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
015 Location
2.6 MI E CUSTER C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
19700 ADT Year
2022 Design Load
HS 20 Skew
15 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
37 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31520 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14236 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X392ft. RDY. R.C.B., SK. 15 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0848 0251 X H Index
94.06 Latitude
35:32:09.3 Longitude
-98:34:43.22 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14236 Vault Link
http://plansrv1/bridgemaintvault/b14236 GIS FO/SD
Meets Standards H Inv. Method
99.94 Latitude DD
35.535917 Longitude DD
-98.578672 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13831 x
-10973727.5701171 y
4236950.73404166 |
|||||||||||||||||||||||||||||||||||||
| 14235 | 0725 0175 X | 14235 | Bryan | S.H. 22 | CREEK | 0725 0175 X | (2) 10ft. X 11ft. X 37ft. RCB | 1959 | 34.14294722 | -96.42327778 | 21.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | 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 | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13830 BRKEY
14235 NBI No.
14235 On Under
1 Structure No.
0725 0175 X Control No.
025 Lane Ind.
Milepoint
01750 Facility Carried
S.H. 22 Feature Intersected
CREEK Division
02 County
013 Location
1.75 E JOHNSTON C/L Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00022 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
1959 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
68.7 HS Inv. Rating Method
1 HS Inv. Method
41.14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
14.912909 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
14235 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
(2) 10ft. X 11ft. X 37ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0725 0175 X H Index
97.4616 Latitude
34:08:34.61 Longitude
-96:25:23.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 22 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
085 NBI Text
14235 Vault Link
http://plansrv1/bridgemaintvault/b14235 GIS FO/SD
Meets Standards H Inv. Method
22.85 Latitude DD
34.14294722 Longitude DD
-96.42327778 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13830 x
-10733790.183088 y
4048012.53376184 |
|||||||||||||||||||||||||||||||||||||
| 14234 | 5610 0140 X | 14234 | Okmulgee | U.S. 75A | ADAMS CREEK TRIB. | 5610 0140 X | (2) 10ft. X 12ft. X 104ft. LONG RCB | 1959 | 35.740675 | -96.03067222 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13829 BRKEY
14234 NBI No.
14234 On Under
1 Structure No.
5610 0140 X Control No.
010 Lane Ind.
Milepoint
01400 Facility Carried
U.S. 75A Feature Intersected
ADAMS CREEK TRIB. Division
01 County
111 Location
1.40 W JCT US-75 Sufficiency
94.7 Kind Hwy
2 Level Service
2 Route No.
0075A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
1959 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
18.019764 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
14234 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
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 12ft. X 104ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5610 0140 X H Index
98.4134 Latitude
35:44:26.43 Longitude
-96:01:50.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75A Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
10-0140 NBI Text
14234 Vault Link
http://plansrv1/bridgemaintvault/b14234 GIS FO/SD
Meets Standards H Inv. Method
81.3 Latitude DD
35.740675 Longitude DD
-96.03067222 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13829 x
-10690085.5320662 y
4264997.07161145 |
|||||||||||||||||||||||||||||||||||||
| 14233 | 5610 0112 X | 14233 | Okmulgee | U.S. 75A | ADAMS CREEK TRIB. | 5610 0112 X | (2) 10ft. X 12ft. X 118ft. LONG RCB | 1959 | 35.74063611 | -96.02555278 | 21 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89 | 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 | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13828 BRKEY
14233 NBI No.
14233 On Under
1 Structure No.
5610 0112 X Control No.
010 Lane Ind.
Milepoint
01120 Facility Carried
U.S. 75A Feature Intersected
ADAMS CREEK TRIB. Division
01 County
111 Location
1.12 W JCT US-75 Sufficiency
89 Kind Hwy
2 Level Service
2 Route No.
0075A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
1959 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
72.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 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
14233 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 12ft. X 118ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5610 0112 X H Index
98.0333 Latitude
35:44:26.29 Longitude
-96:01:31.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75A Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
10-0112 NBI Text
14233 Vault Link
http://plansrv1/bridgemaintvault/b14233 GIS FO/SD
Meets Standards H Inv. Method
56.9 Latitude DD
35.74063611 Longitude DD
-96.02555278 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13828 x
-10689515.6386122 y
4264991.73789336 |
|||||||||||||||||||||||||||||||||||||
| 14147 | 5509 0908 X | 14147 | Oklahoma | NE 192ND ST. | I-35 UNDER | 5509 0937 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1958 | 35.66741944 | -97.42185833 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13827 BRKEY
14147 NBI No.
14147 On Under
1 Structure No.
5509 0908 X Control No.
Lane Ind.
Milepoint
Facility Carried
NE 192ND ST. Feature Intersected
I-35 UNDER Division
04 County
109 Location
.9 MI N OF JCT SH 66 Sufficiency
53 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1958 ADT Total
1000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.698 Underclearance Left
17.598 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.809 HS Inv. Rating Method
1 HS Inv. Method
22.597 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1710 Min Measured Clearance
1606 NBI Rating
14147 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0937 X H Index
78.0714 Latitude
35:40:02.71 Longitude
-97:25:18.69 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
DANFORTH RD. (N.E. 192ND) Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14147 Vault Link
http://plansrv1/bridgemaintvault/b14147 GIS FO/SD
FO H Inv. Method
15.763 Latitude DD
35.66741944 Longitude DD
-97.42185833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
13827 x
-10844951.66143 y
4254954.77121016 |
|||||||||||||||||||||||||||||||||||||
| 14146 | 7502 0867 X | 14146 | Washita | CLINTON LAKE ROAD | I-40 UNDER | 7502 0867 X | 30ft.-55ft.-55ft.-30ft. CONT. REINF. CONCRETE SLAB SPANS | 1958 | 35.42583333 | -99.21388889 | 171.916 | 33.002 | — | 4 | 0 | 2 | 28.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | A | 180 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13826 BRKEY
14146 NBI No.
14146 On Under
1 Structure No.
7502 0867 X Control No.
Lane Ind.
Milepoint
Facility Carried
CLINTON LAKE ROAD Feature Intersected
I-40 UNDER Division
05 County
149 Location
8.6 MI E BECKHAM C/L Sufficiency
97.3 Kind Hwy
4 Level Service
1 Route No.
D2110 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1958 ADT Total
180 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
28.002 Ref. Underclearance Rt.
H Underclearance Right
10.098 Underclearance Left
12.1 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
33.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
74.3 HS Inv. Rating Method
1 HS Inv. Method
44.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
288 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1606 NBI Rating
14146 ODOT County
75 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. REINF. CONCRETE SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 0867 X H Index
98.7812 Latitude
35:25:33 Longitude
-99:12:50 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
CLINTON LAKE ACC. ROAD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
14146 Vault Link
http://plansrv1/bridgemaintvault/b14146 GIS FO/SD
Meets Standards H Inv. Method
28.2 Latitude DD
35.42583333 Longitude DD
-99.21388889 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
13826 x
-11044439.5908552 y
4221901.8308919 |
|||||||||||||||||||||||||||||||||||||
| 14145 | 6630T0780 X | 14145 | Rogers | CO. RD. E0530 | WILL ROGERS TP I-44 UND | 6630T0780 X | 39ft.,2-49ft.,39ft. I-BM S | 1958 | 36.24888889 | -95.65472222 | 178.15 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.4 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13825 BRKEY
14145 NBI No.
14145 On Under
1 Structure No.
6630T0780 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0530 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
8.14 MI.NE OF FP GATE Sufficiency
50.4 Kind Hwy
4 Level Service
1 Route No.
E0530 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
52.2 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1504 Min Measured Clearance
1504 NBI Rating
14145 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.,2-49ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0780 X H Index
85.9056 Latitude
36:14:56 Longitude
-95:39:17 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0530 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08.14 NBI Text
14145 Vault Link
http://plansrv1/bridgemaintvault/b14145 GIS FO/SD
FO H Inv. Method
24 Latitude DD
36.24888889 Longitude DD
-95.65472222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13825 x
-10648234.9695024 y
4334922.36378742 |
|||||||||||||||||||||||||||||||||||||
| 14143 | 0317 1377 X | 14143 | Atoka | S.H. 43 | MCGEE CREEK | 0317 1377 X | 50ft. - 60ft. - 50ft. PC BEAM | 1958 | 34.50655556 | -95.83080278 | 162.001 | 31.001 | — | 3 | 0 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62 | Poor (4) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13823 BRKEY
14143 NBI No.
14143 On Under
1 Structure No.
0317 1377 X Control No.
017 Lane Ind.
Milepoint
13770 Facility Carried
S.H. 43 Feature Intersected
MCGEE CREEK Division
02 County
005 Location
13.77 E JCT US-69 Sufficiency
62 Kind Hwy
3 Level Service
1 Route No.
00043 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
1958 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
162.001 Deck Width
31.001 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
13.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 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
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14143 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
50ft. - 60ft. - 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 1377 X H Index
92.1877 Latitude
34:30:23.6 Longitude
-95:49:50.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
71 NBI Text
14143 Vault Link
http://plansrv1/bridgemaintvault/b14143 GIS FO/SD
Meets Standards H Inv. Method
11.1 Latitude DD
34.50655556 Longitude DD
-95.83080278 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13823 x
-10667836.1677802 y
4097024.57267156 |
|||||||||||||||||||||||||||||||||||||
| 14142 | 6630T1050 X | 14142 | Rogers | CO. RD. E0510 | WILL ROGERS TP I-44 UND | 6630T1050 X | 36ft.,2-45ft.,36ft. I-BM S | 1958 | 36.27888889 | -95.62388889 | 164.042 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.6 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 130 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13822 BRKEY
14142 NBI No.
14142 On Under
1 Structure No.
6630T1050 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0510 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
10.9 MI.NE OF TP GATE Sufficiency
62.6 Kind Hwy
4 Level Service
1 Route No.
6666C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
130 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
208 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1506 Min Measured Clearance
1506 NBI Rating
14142 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,2-45ft.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1050 X H Index
85.2509 Latitude
36:16:44 Longitude
-95:37:26 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0510 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10.98 NBI Text
14142 Vault Link
http://plansrv1/bridgemaintvault/b14142 GIS FO/SD
FO H Inv. Method
22.5 Latitude DD
36.27888889 Longitude DD
-95.62388889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13822 x
-10644802.6189074 y
4339064.22122811 |
|||||||||||||||||||||||||||||||||||||
| 14232 | 5233 0051 X | 14232 | Noble | I-35 | DOUBLE STOCK PASS UNDER | 5233 0051 X | 2-10ft. X 10ft. X 142ft. R.C. BOX W/ FLEXBEAM RAILS | 1959 | 36.16663056 | -97.32734444 | 20.83 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13809 BRKEY
14232 NBI No.
14232 On Under
1 Structure No.
5233 0051 X Control No.
033 Lane Ind.
Milepoint
00510 Facility Carried
I-35 Feature Intersected
DOUBLE STOCK PASS UNDER Division
04 County
103 Location
0.5 MI N PAYNE C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
72.398 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
16200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
71.998 Span Type Main
M Material
1 - Concrete Design
19 Length
20.83 Deck Width
0 Bridge Open Closed
A TSF Rail
0 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
N Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89.81 HS Inv. Rating Method
1 HS Inv. Method
53.78 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25920 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14232 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 142ft. R.C. BOX W/ FLEXBEAM RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0051 X H Index
98.7677 Latitude
36:09:59.87 Longitude
-97:19:38.44 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
N Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14232 Vault Link
http://plansrv1/bridgemaintvault/b14232 GIS FO/SD
Meets Standards H Inv. Method
29.63 Latitude DD
36.16663056 Longitude DD
-97.32734444 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13809 x
-10834430.4233223 y
4323573.76989917 |
|||||||||||||||||||||||||||||||||||||
| 14231 | 6507 0030 X | 14231 | Roger Mills | S.H. 30 | CREEK | 6507 0030 X | 2-10ft.X 10ft.X 30ft. RDY. R.C.B. W/ CONC. TRAFFIC RAIL | 1959 | 35.65806389 | -99.92579444 | 22.966 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.9 | 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 | 540 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13808 BRKEY
14231 NBI No.
14231 On Under
1 Structure No.
6507 0030 X Control No.
007 Lane Ind.
Milepoint
00300 Facility Carried
S.H. 30 Feature Intersected
CREEK Division
05 County
129 Location
0.3 MI N JCT S.H. 47 Sufficiency
99.9 Kind Hwy
3 Level Service
1 Route No.
00030 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
1959 ADT Total
540 ADT Year
2022 Design Load
HS 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
26.001 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
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52.029 HS Inv. Rating Method
1 HS Inv. Method
40.124 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
864 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14231 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 30ft. RDY. R.C.B. W/ CONC. TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6507 0030 X H Index
97.3077 Latitude
35:39:29.03 Longitude
-99:55:32.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14231 Vault Link
http://plansrv1/bridgemaintvault/b14231 GIS FO/SD
Meets Standards H Inv. Method
22.267 Latitude DD
35.65806389 Longitude DD
-99.92579444 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13808 x
-11123688.5541741 y
4253672.9217053 |
|||||||||||||||||||||||||||||||||||||
| 14141 | 6630T1710 X | 14141 | Rogers | CO. RD. N4200 | WILL ROGERS TP I-44 UND | 6630T1710 X | 36ft.,2-45ft.,36ft. I-BM S | 1958 | 36.32972222 | -95.52555556 | 164.042 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13803 BRKEY
14141 NBI No.
14141 On Under
1 Structure No.
6630T1710 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4200 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
17.57 MI.NE OF TP GATE Sufficiency
65.9 Kind Hwy
4 Level Service
1 Route No.
N4200 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1509 Min Measured Clearance
1503 NBI Rating
14141 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,2-45ft.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1710 X H Index
85.3746 Latitude
36:19:47 Longitude
-95:31:32 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4200 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17.57 NBI Text
14141 Vault Link
http://plansrv1/bridgemaintvault/b14141 GIS FO/SD
FO H Inv. Method
22.5 Latitude DD
36.32972222 Longitude DD
-95.52555556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13803 x
-10633856.2026838 y
4346086.00383454 |
|||||||||||||||||||||||||||||||||||||
| 14140 | 6630T0510 X | 14140 | Rogers | CO. RD. E0550 | WILL ROGERS TP I-44 UND | 6630T0510 X | 36ft.,2-45ft.,36ft. I-BM S | 1958 | 36.22027778 | -95.68666667 | 164.042 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13802 BRKEY
14140 NBI No.
14140 On Under
1 Structure No.
6630T0510 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0550 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
5.48 MI NE OF TP GATE Sufficiency
49.4 Kind Hwy
4 Level Service
1 Route No.
E0550 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1502 Min Measured Clearance
1502 NBI Rating
14140 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,2-45ft.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0510 X H Index
86.9273 Latitude
36:13:13 Longitude
-95:41:12 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0550 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.48 NBI Text
14140 Vault Link
http://plansrv1/bridgemaintvault/b14140 GIS FO/SD
FO H Inv. Method
22.5 Latitude DD
36.22027778 Longitude DD
-95.68666667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13802 x
-10651791.0094101 y
4330973.74026253 |
|||||||||||||||||||||||||||||||||||||
| 14139 | 0501 1998NXF | 14139 | Beckham | I-40 FRONTAGE RD. | SAND CREEK | 0501 1998NXF | 3-50ft. I-BEAM SPANS, SK. 30 DEG. L.F. W/ 2-18in. SAFETY CURBS | 1958 | 35.26220278 | -99.65802222 | 151.903 | 31.001 | — | 3 | 30 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13801 BRKEY
14139 NBI No.
14139 On Under
1 Structure No.
0501 1998NXF Control No.
001 Lane Ind.
N Milepoint
19980 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
SAND CREEK Division
05 County
009 Location
12.6 MI E S.H. 30 Sufficiency
97 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1958 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
151.903 Deck Width
31.001 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14139 ODOT County
05 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
3-50ft. I-BEAM SPANS, SK. 30 DEG. L.F. W/ 2-18in. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
0501 1998NXF H Index
91.0181 Latitude
35:15:43.93 Longitude
-99:39:28.88 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
W NBI Text
14139 Vault Link
http://plansrv1/bridgemaintvault/b14139 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.26220278 Longitude DD
-99.65802222 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13801 x
-11093880.2869951 y
4199570.79103854 |
|||||||||||||||||||||||||||||||||||||
| 14138 | 0501 1998SX | 14138 | Beckham | I-40 | SAND CREEK | 0501 1998SX | 3-50ft. I-BEAM SPANS, SK. 30 DEG. L.F. W/ 2-18in. SAFETY CURBS | 1958 | 35.26179167 | -99.65830833 | 150.919 | 40 | — | 3 | 30 | 2 | 38.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13800 BRKEY
14138 NBI No.
14138 On Under
1 Structure No.
0501 1998SX Control No.
001 Lane Ind.
S Milepoint
19980 Facility Carried
I-40 Feature Intersected
SAND CREEK Division
05 County
009 Location
12.6 MI. E. S.H. 30 Sufficiency
83.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
6650 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 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.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10640 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14138 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BEAM SPANS, SK. 30 DEG. L.F. W/ 2-18in. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 1998SX H Index
96.2698 Latitude
35:15:42.45 Longitude
-99:39:29.91 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
14138 Vault Link
http://plansrv1/bridgemaintvault/b14138 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.26179167 Longitude DD
-99.65830833 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13800 x
-11093912.1366146 y
4199514.74278829 |
|||||||||||||||||||||||||||||||||||||
| 14137 | 6604R1947SX | 14137 | Rogers | S.H. 66 | PRYOR CREEK | 6604 1947SX | 45ft.-60ft.-45ft. I-BM SPA | 1958 | 36.53907778 | -95.41658056 | 150.919 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.2 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2050 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
13799 BRKEY
14137 NBI No.
14137 On Under
1 Structure No.
6604R1947SX Control No.
004 Lane Ind.
S Milepoint
19470 Facility Carried
S.H. 66 Feature Intersected
PRYOR CREEK Division
08 County
131 Location
.9 MI NE JCT SH 28 Sufficiency
32.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1958 ADT Total
2050 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.073 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3280 Future ADT Year
2032 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14137 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
45ft.-60ft.-45ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6604 1947SX H Index
41.5353 Latitude
36:32:20.68 Longitude
-95:24:59.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14137 Vault Link
http://plansrv1/bridgemaintvault/b14137 GIS FO/SD
SD H Inv. Method
23.6 Latitude DD
36.53907778 Longitude DD
-95.41658056 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13799 x
-10621725.1611746 y
4375053.43576132 |
|||||||||||||||||||||||||||||||||||||
| 14136 | 6817R1611 X | 14136 | Sequoyah | S.H. 101 | POLECAT CREEK | 6817 1611 X | (3) 50ft. RC GIRDER | 1958 | 35.5692 | -94.55893056 | 151 | 24.5 | — | 3 | 0 | 2 | 22 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 9 | Serious (3) | Satisfactory (6) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 780 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13798 BRKEY
14136 NBI No.
14136 On Under
1 Structure No.
6817R1611 X Control No.
017 Lane Ind.
Milepoint
16110 Facility Carried
S.H. 101 Feature Intersected
POLECAT CREEK Division
01 County
135 Location
16.11 E JCT US-59 Sufficiency
9 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22 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
1958 ADT Total
780 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
1 - Concrete Design
02 Length
151 Deck Width
24.5 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
6 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
19.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1248 Future ADT Year
2042 Bypass Detour
35 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
14136 ODOT County
68 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
0.75 Rt. Curb SW
0.75 Description
(3) 50ft. RC GIRDER Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6817 1611 X H Index
88.5932 Latitude
35:34:09.12 Longitude
-94:33:32.15 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 101 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-1611 NBI Text
14136 Vault Link
http://plansrv1/bridgemaintvault/b14136 GIS FO/SD
FOSD H Inv. Method
14.7 Latitude DD
35.5692 Longitude DD
-94.55893056 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13798 x
-10526251.9998957 y
4241504.72430152 |
|||||||||||||||||||||||||||||||||||||
| 14043 | 0714 2860 X | 14043 | Bryan | S.H. 70E | CREEK | 0714 2860 X | (3) 8ft. X 6ft. X 39ft. RCB SK 45° | 1958 | 33.97569722 | -96.0252 | 36.801 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | 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 | 240 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13795 BRKEY
14043 NBI No.
14043 On Under
1 Structure No.
0714 2860 X Control No.
014 Lane Ind.
Milepoint
28600 Facility Carried
S.H. 70E Feature Intersected
CREEK Division
02 County
013 Location
28.60 E & N JCT SH-78 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
0070E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1958 ADT Total
240 ADT Year
2022 Design Load
HS 20 Skew
45 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
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
36.801 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
65.15 HS Inv. Rating Method
1 HS Inv. Method
39.08 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
384 Future ADT Year
2042 Bypass Detour
24.854848 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
14043 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) 8ft. X 6ft. X 39ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0714 2860 X H Index
97.3999 Latitude
33:58:32.51 Longitude
-96:01:30.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 70E Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
067 NBI Text
14043 Vault Link
http://plansrv1/bridgemaintvault/b14043 GIS FO/SD
Meets Standards H Inv. Method
21.71 Latitude DD
33.97569722 Longitude DD
-96.0252 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13795 x
-10689476.3673223 y
4025539.22317747 |
|||||||||||||||||||||||||||||||||||||
| 14042 | 0714 2720 X | 14042 | Bryan | S.H. 70E | WOLF CREEK | 0714 2720 X | (3) 10ft. X 7ft. X 40ft. RCB | 1958 | 33.95518333 | -96.02525 | 32.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 240 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13794 BRKEY
14042 NBI No.
14042 On Under
1 Structure No.
0714 2720 X Control No.
014 Lane Ind.
Milepoint
27200 Facility Carried
S.H. 70E Feature Intersected
WOLF CREEK Division
02 County
013 Location
27.20 E & N JCT SH-78 Sufficiency
85.5 Kind Hwy
3 Level Service
1 Route No.
0070E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1958 ADT Total
240 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 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
5 Structure Rating
5 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
384 Future ADT Year
2042 Bypass Detour
24.854848 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
14042 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 7ft. X 40ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0714 2720 X H Index
97.1191 Latitude
33:57:18.66 Longitude
-96:01:30.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 70E Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
066 NBI Text
14042 Vault Link
http://plansrv1/bridgemaintvault/b14042 GIS FO/SD
Meets Standards H Inv. Method
17.16 Latitude DD
33.95518333 Longitude DD
-96.02525 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13794 x
-10689481.9332968 y
4022785.82864119 |
|||||||||||||||||||||||||||||||||||||
| 14041 | 0212 2018 X | 14041 | Alfalfa | S.H. 8 | CREEK | 0212 2018 X | 3-10X8X34.2ft. RCB | 1958 | 36.98723889 | -98.49063611 | 32.152 | 34.199 | — | 3 | 0 | 2 | 31.401 | 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 | 770 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13793 BRKEY
14041 NBI No.
14041 On Under
1 Structure No.
0212 2018 X Control No.
012 Lane Ind.
Milepoint
20180 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
0.7 MI.S.KANSAS LINE Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.401 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
1958 ADT Total
770 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
31.401 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
32.152 Deck Width
34.199 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
1232 Future ADT Year
2042 Bypass Detour
24.854848 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
14041 ODOT County
02 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
3-10X8X34.2ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 2018 X H Index
71.1287 Latitude
36:59:14.06 Longitude
-98:29:26.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14041 Vault Link
http://plansrv1/bridgemaintvault/b14041 GIS FO/SD
Meets Standards H Inv. Method
19.42 Latitude DD
36.98723889 Longitude DD
-98.49063611 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13793 x
-10963927.4596708 y
4437328.20232026 |
|||||||||||||||||||||||||||||||||||||
| 14040 | 6630T1880 X | 14040 | Rogers | WILL ROGERS TPI-44 | CREEK | 6630T1880 X | 2-12ft. X 10ft.X182ft. RC BOX, SK30 RF | 1958 | 36.339075 | -95.50149167 | 28.901 | 183.999 | — | 2 | 30 | 4 | 182.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13792 BRKEY
14040 NBI No.
14040 On Under
1 Structure No.
6630T1880 X Control No.
030 Lane Ind.
Milepoint
18800 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
131 Location
19.5 MI.NE OF TP GATE Sufficiency
95.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
182.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
14 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
28.901 Deck Width
183.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
26880 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14040 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 10ft.X182ft. RC BOX, SK30 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1880 X H Index
91.73 Latitude
36:20:20.67 Longitude
-95:30:05.37 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.05 NBI Text
14040 Vault Link
http://plansrv1/bridgemaintvault/b14040 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.339075 Longitude DD
-95.50149167 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13792 x
-10631177.4227025 y
4347378.43429516 |
|||||||||||||||||||||||||||||||||||||
| 14135 | 5515 1230WXR | 14135 | Oklahoma | I-35 RAMP N-W | I-35 S.B. UNDER | 5515 1230WX | 45ft.-65ft.-45ft. I-BM. SPANS SK. 45 DEG. 10ft.21ft. R.F. | 1958 | 35.53829167 | -97.46103889 | 157.999 | 28.999 | — | 3 | 44 | 1 | 26.25 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13779 BRKEY
14135 NBI No.
14135 On Under
1 Structure No.
5515 1230WXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-35 RAMP N-W Feature Intersected
I-35 S.B. UNDER Division
04 County
109 Location
4.9 MI N OF E JCT I-40 Sufficiency
82 Kind Hwy
1 Level Service
7 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.25 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
1958 ADT Total
29900 ADT Year
2022 Design Load
HS 20 Skew
44 No. Main Spans
3 Road Width
26.25 Ref. Underclearance Rt.
H Underclearance Right
12.999 Underclearance Left
4.498 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
39.99 Span Type Main
M Material
3 - Steel Design
02 Length
157.999 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.2 HS Inv. Rating Method
1 HS Inv. Method
51.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47840 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
1705 Min Measured Clearance
1610 NBI Rating
14135 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-65ft.-45ft. I-BM. SPANS SK. 45 DEG. 10ft.21ft. R.F. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1230WX H Index
82.1656 Latitude
35:32:17.85 Longitude
-97:27:39.74 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-35 N.B. TO I-44 W.B. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
14135 Vault Link
http://plansrv1/bridgemaintvault/b14135 GIS FO/SD
Meets Standards H Inv. Method
38.4 Latitude DD
35.53829167 Longitude DD
-97.46103889 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13779 x
-10849313.2214182 y
4237275.58876963 |
|||||||||||||||||||||||||||||||||||||
| 14134 | 5515 1118WX | 14134 | Oklahoma | I-35 SB | NE 50TH ST. UNDER | 5515 1118WX | 44ft.-62ft.-44ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS | 1958 | 35.52203056 | -97.45966389 | 152.001 | 32.001 | — | 3 | 0 | 2 | 27.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13778 BRKEY
14134 NBI No.
14134 On Under
1 Structure No.
5515 1118WX Control No.
015 Lane Ind.
W Milepoint
11180 Facility Carried
I-35 SB Feature Intersected
NE 50TH ST. UNDER Division
04 County
109 Location
3.8 MI N OF E JCT-I40 Sufficiency
64.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.001 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
1958 ADT Total
33150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
152.001 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.
4 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
53040 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1700 Min Measured Clearance
1611 NBI Rating
14134 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.62 Rt. Curb SW
0.62 Description
44ft.-62ft.-44ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1118WX H Index
83.8229 Latitude
35:31:19.31 Longitude
-97:27:34.79 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-35 SB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14134 Vault Link
http://plansrv1/bridgemaintvault/b14134 GIS FO/SD
FO H Inv. Method
35.715 Latitude DD
35.52203056 Longitude DD
-97.45966389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13778 x
-10849160.1571184 y
4235051.26229779 |
|||||||||||||||||||||||||||||||||||||
| 14133 | 5515 1118EX | 14133 | Oklahoma | I-35 NB | NE 50TH ST. UNDER | 5515 1118EX | 44ft.-62ft.-44ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS | 1958 | 35.52203056 | -97.45930278 | 152.001 | 32.001 | — | 3 | 0 | 2 | 27.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13777 BRKEY
14133 NBI No.
14133 On Under
1 Structure No.
5515 1118EX Control No.
015 Lane Ind.
E Milepoint
11180 Facility Carried
I-35 NB Feature Intersected
NE 50TH ST. UNDER Division
04 County
109 Location
3.8 MI N OF E JCT-I40 Sufficiency
64.6 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.001 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
1958 ADT Total
34800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
152.001 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
55680 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1603 Min Measured Clearance
1600 NBI Rating
14133 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.62 Rt. Curb SW
0.62 Description
44ft.-62ft.-44ft. CONC. RIGID FRAME SPANS W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1118EX H Index
76.2813 Latitude
35:31:19.31 Longitude
-97:27:33.49 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14133 Vault Link
http://plansrv1/bridgemaintvault/b14133 GIS FO/SD
FO H Inv. Method
35.715 Latitude DD
35.52203056 Longitude DD
-97.45930278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13777 x
-10849119.9585371 y
4235051.26229779 |
|||||||||||||||||||||||||||||||||||||
| 14132 | 5420 0358 X | 14132 | Okfuskee | S.H. 84 | BAD CREEK | 5420 0358 X | 3-50ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS | 1958 | 35.33757778 | -96.04650278 | 150.919 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.7 | Satisfactory (6) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13776 BRKEY
14132 NBI No.
14132 On Under
1 Structure No.
5420 0358 X Control No.
020 Lane Ind.
Milepoint
03580 Facility Carried
S.H. 84 Feature Intersected
BAD CREEK Division
03 County
107 Location
3.6 MI N HUGHES CO Sufficiency
90.7 Kind Hwy
3 Level Service
1 Route No.
00084 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
1958 ADT Total
690 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
4 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1104 Future ADT Year
2042 Bypass Detour
24.854848 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
14132 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5420 0358 X H Index
97.1958 Latitude
35:20:15.28 Longitude
-96:02:47.41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 84 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14132 Vault Link
http://plansrv1/bridgemaintvault/b14132 GIS FO/SD
SD H Inv. Method
24 Latitude DD
35.33757778 Longitude DD
-96.04650278 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13776 x
-10691847.7819443 y
4209851.77374965 |
|||||||||||||||||||||||||||||||||||||
| 14131 | 6630T1940 X | 14131 | Rogers | CO. RD. N4220 | WILL ROGERS TP I-44 UND | 6630T1940 X | 33ft.,2-43ft.,33ft. I-BM S | 1958 | 36.34222222 | -95.48888889 | 153.871 | 21.699 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.6 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13775 BRKEY
14131 NBI No.
14131 On Under
1 Structure No.
6630T1940 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4220 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
19.8 MI.NE OF TP GATE Sufficiency
68.6 Kind Hwy
4 Level Service
1 Route No.
N4220 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
153.871 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
58.4 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1502 Min Measured Clearance
1501 NBI Rating
14131 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1940 X H Index
98.8648 Latitude
36:20:32 Longitude
-95:29:20 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4220 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.80 NBI Text
14131 Vault Link
http://plansrv1/bridgemaintvault/b14131 GIS FO/SD
FO H Inv. Method
25.4 Latitude DD
36.34222222 Longitude DD
-95.48888889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13775 x
-10629774.4876503 y
4347813.3733591 |
|||||||||||||||||||||||||||||||||||||
| 14130 | 6630T1490 X | 14130 | Rogers | CO. RD. N4180 | WILL ROGERS TP I-44 UND | 6630T1490 X | 38ft. ,2-42.5ft.,32ft. I-BEAM SPANS | 1958 | 36.31444444 | -95.56055556 | 157.201 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13774 BRKEY
14130 NBI No.
14130 On Under
1 Structure No.
6630T1490 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4180 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
15.3 MI.NE OF T P GATE Sufficiency
68.6 Kind Hwy
4 Level Service
1 Route No.
N4180 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
157.201 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
58.4 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1510 Min Measured Clearance
1506 NBI Rating
14130 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft. ,2-42.5ft.,32ft. I-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1490 X H Index
84.4612 Latitude
36:18:52 Longitude
-95:33:38 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4180 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15.30 NBI Text
14130 Vault Link
http://plansrv1/bridgemaintvault/b14130 GIS FO/SD
FO H Inv. Method
25.4 Latitude DD
36.31444444 Longitude DD
-95.56055556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13774 x
-10637752.3848615 y
4343975.15040731 |
|||||||||||||||||||||||||||||||||||||
| 14039 | 6604 1804 X | 14039 | Rogers | S.H. 66 | CAT CREEK | 6604 1804 X | 3-10ft.X10ft.X93ft.RCBWHND | 1958 | 36.52733611 | -95.43519444 | 34.121 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.9 | 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 | 5900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13773 BRKEY
14039 NBI No.
14039 On Under
1 Structure No.
6604 1804 X Control No.
004 Lane Ind.
Milepoint
18040 Facility Carried
S.H. 66 Feature Intersected
CAT CREEK Division
08 County
131 Location
.5 MI SW JCT SH 28 Sufficiency
68.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 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
1958 ADT Total
5900 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
4 Fill RCB
AG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.7 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9440 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14039 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X93ft.RCBWHND Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6604 1804 X H Index
98.2632 Latitude
36:31:38.41 Longitude
-95:26:06.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14039 Vault Link
http://plansrv1/bridgemaintvault/b14039 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.52733611 Longitude DD
-95.43519444 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13773 x
-10623797.2488178 y
4373426.73104939 |
|||||||||||||||||||||||||||||||||||||
| 14038 | 4516 1739 X | 14038 | McCurtain | U.S. 259 | CARTER CREEK | 4516 1739 X | (3) 10ft. X 12ft. X 58ft. LONG RCB SK 30° | 1958 | 34.261289 | -94.791342 | 39.301 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13772 BRKEY
14038 NBI No.
14038 On Under
1 Structure No.
4516 1739 X Control No.
016 Lane Ind.
Milepoint
17390 Facility Carried
U.S. 259 Feature Intersected
CARTER CREEK Division
02 County
089 Location
17.4 N JCT US-70 Sufficiency
88.4 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.301 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
60.79 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
49.709695 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
14038 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 12ft. X 58ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4516 1739 X H Index
99.502 Latitude
34:15:40.64 Longitude
-94:47:28.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
55 NBI Text
14038 Vault Link
http://plansrv1/bridgemaintvault/b14038 GIS FO/SD
Meets Standards H Inv. Method
32.26 Latitude DD
34.261289 Longitude DD
-94.791342 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13772 x
-10552123.923051 y
4063940.94822476 |
|||||||||||||||||||||||||||||||||||||
| 14036 | 7278 1345 X | 14036 | Tulsa | I-44 | CREEK | 7278 1345 X | 3-10ft.X10ft.X593ft.RCB | 1958 | 36.15850833 | -95.83190556 | 34.121 | 0 | — | 3 | 0 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65 | 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 | 46000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13770 BRKEY
14036 NBI No.
14036 On Under
1 Structure No.
7278 1345 X Control No.
078 Lane Ind.
Milepoint
13450 Facility Carried
I-44 Feature Intersected
CREEK Division
08 County
143 Location
2.1 MI E JCT US 169 Sufficiency
65 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 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
1958 ADT Total
46000 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
8 Fill RCB
20 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
73600 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14036 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X593ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1345 X H Index
97.6771 Latitude
36:09:30.63 Longitude
-95:49:54.86 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14036 Vault Link
http://plansrv1/bridgemaintvault/b14036 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.15850833 Longitude DD
-95.83190556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13770 x
-10667958.9286883 y
4322453.85038792 |
|||||||||||||||||||||||||||||||||||||
| 14035 | 7278 1209 X | 14035 | Tulsa | I-44 | CREEK | 7278 1209 X | 3-10ft.X7ft.X290ft.RCB | 1958 | 36.14572778 | -95.84994444 | 33.999 | 0 | — | 3 | 0 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.5 | 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 | 46000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13769 BRKEY
14035 NBI No.
14035 On Under
1 Structure No.
7278 1209 X Control No.
078 Lane Ind.
Milepoint
12090 Facility Carried
I-44 Feature Intersected
CREEK Division
08 County
143 Location
.8 MI E JCT US 169 Sufficiency
64.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 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
1958 ADT Total
46000 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
8 Fill RCB
25 Appr. Roadway Width
53.999 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.5 HS Inv. Rating Method
1 HS Inv. Method
32.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
73600 Future ADT Year
2042 Bypass Detour
8.077825 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
14035 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X7ft.X290ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1209 X H Index
89.0137 Latitude
36:08:44.62 Longitude
-95:50:59.8 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14035 Vault Link
http://plansrv1/bridgemaintvault/b14035 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
36.14572778 Longitude DD
-95.84994444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13769 x
-10669967.0076244 y
4320691.86142952 |