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 | |||||||||||||||||||||||||||||||||||||
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| 15905 | 4914 0690 X | 15905 | Mayes | S.H. 28 | CREEK | 4914 0690 X | 2-10ft. X 12ft. X 60ft. R. | 1964 | 36.43773333 | -95.3132 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16366 BRKEY
15905 NBI No.
15905 On Under
1 Structure No.
4914 0690 X Control No.
014 Lane Ind.
Milepoint
06900 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
097 Location
6.9 MI E ROGERS CO Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1964 ADT Total
3000 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
6 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
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
4800 Future ADT Year
2042 Bypass Detour
23.999941 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
15905 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 12ft. X 60ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4914 0690 X H Index
67 Latitude
36:26:15.84 Longitude
-95:18:47.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15905 Vault Link
http://plansrv1/bridgemaintvault/b15905 GIS FO/SD
Meets Standards H Inv. Method
60.1 Latitude DD
36.43773333 Longitude DD
-95.3132 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16366 x
-10610216.8898774 y
4361021.17780322 |
|||||||||||||||||||||||||||||||||||||
| 15904 | 1737T0649 X | 15904 | Cotton | BAILEY B TP (I-44) | CREEK | 1737T0660 X | 2-10ft.X 9ft. X 129ft. CL. | 1964 | 34.24922222 | -98.43885556 | 21.001 | 131.001 | — | 2 | 0 | 4 | 128.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16365 BRKEY
15904 NBI No.
15904 On Under
1 Structure No.
1737T0649 X Control No.
037 Lane Ind.
Milepoint
06490 Facility Carried
BAILEY B TP (I-44) Feature Intersected
CREEK Division
07 County
033 Location
T P BR. NO.18.30 Sufficiency
91.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
128.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
131.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
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
10080 Future ADT Year
2042 Bypass Detour
8.077825 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
15904 ODOT County
17 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.X 9ft. X 129ft. CL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0660 X H Index
99.34 Latitude
34:14:57.2 Longitude
-98:26:19.88 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.30 NBI Text
15904 Vault Link
http://plansrv1/bridgemaintvault/b15904 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.24922222 Longitude DD
-98.43885556 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16365 x
-10958163.2752118 y
4062315.77477418 |
|||||||||||||||||||||||||||||||||||||
| 15903 | 1651T0640 X | 15903 | Comanche | BAILEY A TP (I-44) | CREEK | 1651T0640 X | 2-12ft. X 6ft. X 146ft. CL | 1964 | 34.77751944 | -98.30816111 | 26.601 | 147.999 | — | 2 | 20 | 4 | 146.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 16200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16364 BRKEY
15903 NBI No.
15903 On Under
1 Structure No.
1651T0640 X Control No.
051 Lane Ind.
Milepoint
06400 Facility Carried
BAILEY A TP (I-44) Feature Intersected
CREEK Division
07 County
031 Location
T.P. BR.NO.54.75 Sufficiency
92.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
16200 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
146.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
147.999 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
157.7 HS Inv. Rating Method
1 HS Inv. Method
94.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25920 Future ADT Year
2042 Bypass Detour
1.864114 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
15903 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 6ft. X 146ft. CL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T0640 X H Index
98.8853 Latitude
34:46:39.07 Longitude
-98:18:29.38 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
54.75 NBI Text
15903 Vault Link
http://plansrv1/bridgemaintvault/b15903 GIS FO/SD
Meets Standards H Inv. Method
76 Latitude DD
34.77751944 Longitude DD
-98.30816111 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16364 x
-10943614.4355883 y
4133687.87675857 |
|||||||||||||||||||||||||||||||||||||
| 15812 | 5422 0100 X | 15812 | Okfuskee | CO. RD. | I-40 UNDER | 5422 0100 X | 32ft.(2-74ft. CONT.) 32ft. | 1963 | 35.38591667 | -96.42349722 | 213.911 | 26.903 | — | 2 | 8 | 2 | 23.95 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.2 | Fair (5) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16363 BRKEY
15812 NBI No.
15812 On Under
1 Structure No.
5422 0100 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
107 Location
1 MI E SEMINOLE C/L Sufficiency
74.2 Kind Hwy
4 Level Service
1 Route No.
N3700 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.95 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
250 ADT Year
2022 Design Load
H 15 Skew
8 No. Main Spans
2 Road Width
23.95 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
36.417 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.95 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
213.911 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2042 Bypass Detour
1.999945 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
15812 ODOT County
54 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
32ft.(2-74ft. CONT.) 32ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0100 X H Index
95.2231 Latitude
35:23:09.3 Longitude
-96:25:24.59 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15812 Vault Link
http://plansrv1/bridgemaintvault/b15812 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.38591667 Longitude DD
-96.42349722 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16363 x
-10733814.611037 y
4216450.13814575 |
|||||||||||||||||||||||||||||||||||||
| 15811 | 1411R1242 X | 15811 | Cleveland | S.H. 9 | LITTLE RIVER | 1411 1242 X | 47ft.,2-55ft.,47ft. CONT. | 1963 | 35.22120833 | -97.21378889 | 207.021 | 31.496 | — | 4 | 30 | 2 | 27.887 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.2 | Satisfactory (6) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 6700 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
16362 BRKEY
15811 NBI No.
15811 On Under
1 Structure No.
1411R1242 X Control No.
011 Lane Ind.
Milepoint
12420 Facility Carried
S.H. 9 Feature Intersected
LITTLE RIVER Division
03 County
027 Location
12.3 MI E JCT US77 Sufficiency
62.2 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1963 ADT Total
6700 ADT Year
2017 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
207.021 Deck Width
31.496 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
4 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.69 HS Inv. Rating Method
1 HS Inv. Method
31.636 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2037 Bypass Detour
55.923407 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15811 ODOT County
14 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
2.001 Rt. Curb SW
2.001 Description
47ft.,2-55ft.,47ft. CONT. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1411 1242 X H Index
76.735 Latitude
35:13:16.35 Longitude
-97:12:49.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 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
15811 Vault Link
http://plansrv1/bridgemaintvault/b15811 GIS FO/SD
SD H Inv. Method
18.739 Latitude DD
35.22120833 Longitude DD
-97.21378889 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
16362 x
-10821789.4773196 y
4193983.25429053 |
|||||||||||||||||||||||||||||||||||||
| 15810 | 2642 0530 X | 15810 | Grady | U.S. 277 | BAILEY A TP (I-44) UNDER | 2642 0530 X | 42ft.,2-55ft.,48ft. I-BM SPANS | 1963 | 34.941953 | -98.024136 | 201.099 | 32.999 | — | 4 | 49 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.9 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16361 BRKEY
15810 NBI No.
15810 On Under
1 Structure No.
2642 0530 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 277 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
4.2 MI E CADDO CO Sufficiency
75.9 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
49 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
201.099 Deck Width
32.999 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
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
1.9 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1708 Min Measured Clearance
1609 NBI Rating
15810 ODOT County
26 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
42ft.,2-55ft.,48ft. I-BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642 0530 X H Index
71.8045 Latitude
34:56:31.03 Longitude
-98:01:26.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
47-26 NBI Text
15810 Vault Link
http://plansrv1/bridgemaintvault/b15810 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.941953 Longitude DD
-98.024136 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16361 x
-10911996.9049706 y
4155995.58390975 |
|||||||||||||||||||||||||||||||||||||
| 15809 | 4403 0037 X | 15809 | McClain | S.H. 37 | I-44 UNDER | 4403 0037 X | 37ft.-61ft.-63ft.-42ft. CONC | 1963 | 35.29111111 | -97.6 | 207.021 | 48.885 | — | 4 | 27 | 2 | 43.963 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 23900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16360 BRKEY
15809 NBI No.
15809 On Under
1 Structure No.
4403 0037 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 37 Feature Intersected
I-44 UNDER Division
03 County
087 Location
1.0 MI.S.CLEVELAND CO Sufficiency
79.1 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.963 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
1963 ADT Total
23900 ADT Year
2022 Design Load
HS 20 Skew
27 No. Main Spans
4 Road Width
43.963 Ref. Underclearance Rt.
H Underclearance Right
10.171 Underclearance Left
18.701 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
01 Length
207.021 Deck Width
48.885 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 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
38240 Future ADT Year
2042 Bypass Detour
34.175415 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
15809 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
3 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
37ft.-61ft.-63ft.-42ft. CONC Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4403 0037 X H Index
94.587 Latitude
35:17:28 Longitude
-97:36:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 37 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15809 Vault Link
http://plansrv1/bridgemaintvault/b15809 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.29111111 Longitude DD
-97.6 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16360 x
-10864782.3014235 y
4203512.69117983 |
|||||||||||||||||||||||||||||||||||||
| 15808 | 5571 0353 X | 15808 | Oklahoma | I-240 | SANTA FE UNDER | 5571 0353 X | 60ft.-79ft.-60ft. I-BM. SPANS W/ SLOPED FACE PARAPETS | 1963 | 35.39211944 | -97.51210833 | 200 | 111.099 | — | 3 | 0 | 6 | 106.398 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 108700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16359 BRKEY
15808 NBI No.
15808 On Under
1 Structure No.
5571 0353 X Control No.
071 Lane Ind.
Milepoint
03530 Facility Carried
I-240 Feature Intersected
SANTA FE UNDER Division
04 County
109 Location
3.5 MI E OF I-44 Sufficiency
94 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.199 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
1963 ADT Total
108700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
106.398 Ref. Underclearance Rt.
H Underclearance Right
4.003 Underclearance Left
6 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
107.999 Span Type Main
M Material
3 - Steel Design
02 Length
200 Deck Width
111.099 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.8 HS Inv. Rating Method
1 HS Inv. Method
51.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
173920 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
1407 Max Measured Clearance
1503 Min Measured Clearance
1410 NBI Rating
15808 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-79ft.-60ft. I-BM. SPANS W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0353 X H Index
97.6578 Latitude
35:23:31.63 Longitude
-97:30:43.59 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15808 Vault Link
http://plansrv1/bridgemaintvault/b15808 GIS FO/SD
FO H Inv. Method
39 Latitude DD
35.39211944 Longitude DD
-97.51210833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16359 x
-10854998.2454741 y
4217297.1159739 |
|||||||||||||||||||||||||||||||||||||
| 15807 | 5571 0253 X | 15807 | Oklahoma | I-240 | WESTERN AVE UNDER | 5571 0253 X | 60ft.-79ft.-60ft. I-BM. SPANS W/ SLOPED FACE PARAPETS | 1963 | 35.39126944 | -97.53044444 | 200 | 111.001 | — | 3 | 0 | 6 | 106.398 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 108700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16358 BRKEY
15807 NBI No.
15807 On Under
1 Structure No.
5571 0253 X Control No.
071 Lane Ind.
Milepoint
02530 Facility Carried
I-240 Feature Intersected
WESTERN AVE UNDER Division
04 County
109 Location
2.5 MI E OF I-44 Sufficiency
94 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.698 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
1963 ADT Total
108700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
106.398 Ref. Underclearance Rt.
H Underclearance Right
4.003 Underclearance Left
6 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
107.999 Span Type Main
M Material
3 - Steel Design
02 Length
200 Deck Width
111.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.8 HS Inv. Rating Method
1 HS Inv. Method
51.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
173920 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
1504 Max Measured Clearance
1602 Min Measured Clearance
1507 NBI Rating
15807 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-79ft.-60ft. I-BM. SPANS W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0253 X H Index
97.5571 Latitude
35:23:28.57 Longitude
-97:31:49.6 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15807 Vault Link
http://plansrv1/bridgemaintvault/b15807 GIS FO/SD
FO H Inv. Method
39 Latitude DD
35.39126944 Longitude DD
-97.53044444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16358 x
-10857039.4119025 y
4217181.04604962 |
|||||||||||||||||||||||||||||||||||||
| 16097 | 2642T1720 X | 16097 | Grady | CO. RD. N2860 | BAILEY A TP (I-44) UNDER | 2642T1750 X | 34ft.,2-48ft.,34ft. I-BM S | 1964 | 35.073983 | -97.898189 | 166.995 | 22.999 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16357 BRKEY
16097 NBI No.
16097 On Under
1 Structure No.
2642T1720 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2860 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR NO 22.82 Sufficiency
64.1 Kind Hwy
4 Level Service
1 Route No.
N2860 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 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
9.003 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
166.995 Deck Width
22.999 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
7 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
5 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1705 Max Measured Clearance
1711 Min Measured Clearance
1701 NBI Rating
16097 ODOT County
26 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
34ft.,2-48ft.,34ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1750 X H Index
98.9457 Latitude
35:04:26.34 Longitude
-97:53:53.48 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2860 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.82 NBI Text
16097 Vault Link
http://plansrv1/bridgemaintvault/b16097 GIS FO/SD
FO H Inv. Method
19.8 Latitude DD
35.073983 Longitude DD
-97.898189 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16357 x
-10897976.5490636 y
4173939.68889807 |
|||||||||||||||||||||||||||||||||||||
| 16096 | 2642T1653 X | 16096 | Grady | CO. RD. E1345 | BAILEY A TP (I-44) UNDER | 2642T1680 X | 48ft.,2-45ft.,32ft. I-BM S | 1964 | 35.065833 | -97.904722 | 171.916 | 22.999 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | 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) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16356 BRKEY
16096 NBI No.
16096 On Under
1 Structure No.
2642T1653 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1345 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR NO 23.50 Sufficiency
64.6 Kind Hwy
4 Level Service
1 Route No.
E1345 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 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
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
171.916 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
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
5 HS Operating Rating Method
1 HS Operating Rating
49.9 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
2004 Min Measured Clearance
1706 NBI Rating
16096 ODOT County
26 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
48ft.,2-45ft.,32ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1680 X H Index
90.0609 Latitude
35:03:57 Longitude
-97:54:17 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1345 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.50 NBI Text
16096 Vault Link
http://plansrv1/bridgemaintvault/b16096 GIS FO/SD
FO H Inv. Method
22.5 Latitude DD
35.065833 Longitude DD
-97.904722 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16356 x
-10898703.799297 y
4172831.18858896 |
|||||||||||||||||||||||||||||||||||||
| 16095 | 6823 1586 X | 16095 | Sequoyah | COTTONWOOD RD. | I-40 UNDER | 6823 1586 X | 32ft. - (2) 55ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1964 | 35.3975 | -94.54891944 | 176.001 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.1 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16355 BRKEY
16095 NBI No.
16095 On Under
1 Structure No.
6823 1586 X Control No.
Lane Ind.
Milepoint
Facility Carried
COTTONWOOD RD. Feature Intersected
I-40 UNDER Division
01 County
135 Location
1.4 W JCT I-40 Sufficiency
63.1 Kind Hwy
4 Level Service
1 Route No.
N4760 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
07 - Major Collector (Rural) Year Built
1964 ADT Total
650 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
10.299 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
176.001 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
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
25.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1040 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1701 Min Measured Clearance
1605 NBI Rating
16095 ODOT County
68 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
2.5 Rt. Curb SW
2.5 Description
32ft. - (2) 55ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1586 X H Index
90.1178 Latitude
35:23:51 Longitude
-94:32:56.11 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
COTTONWOOD RD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-1586 NBI Text
16095 Vault Link
http://plansrv1/bridgemaintvault/b16095 GIS FO/SD
Meets Standards H Inv. Method
16.6 Latitude DD
35.3975 Longitude DD
-94.54891944 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16355 x
-10525137.567115 y
4218031.87517175 |
|||||||||||||||||||||||||||||||||||||
| 16094 | 1651T1470 X | 16094 | Comanche | CO. RD. E1500 | BAILEY A TP (I-44) UNDER | 1651T1470 X | 39ft.,2-49ft.,39ft. I-BM S | 1964 | 34.84056389 | -98.18967778 | 178.15 | 22.999 | — | 4 | 30 | 4 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.6 | 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) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16354 BRKEY
16094 NBI No.
16094 On Under
1 Structure No.
1651T1470 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1500 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
031 Location
T P BR NO 46.57 Sufficiency
56.6 Kind Hwy
4 Level Service
1 Route No.
E1500 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 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
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
22.999 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
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
5 HS Operating Rating Method
1 HS Operating Rating
46.8 HS Inv. Rating Method
1 HS Inv. Method
28.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1610 Min Measured Clearance
1609 NBI Rating
16094 ODOT County
16 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
1651T1470 X H Index
97.383 Latitude
34:50:26.03 Longitude
-98:11:22.84 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1500 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46.57 NBI Text
16094 Vault Link
http://plansrv1/bridgemaintvault/b16094 GIS FO/SD
FO H Inv. Method
21.5 Latitude DD
34.84056389 Longitude DD
-98.18967778 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16354 x
-10930424.9316252 y
4142235.46664145 |
|||||||||||||||||||||||||||||||||||||
| 16093 | 1651T1170 X | 16093 | Comanche | CO. RD. | BAILEY A TP (I-44) UNDER | 1651T1170 X | 38ft., 2-47.5ft., 38ft. I-BM SPANS | 1964 | 34.81563056 | -98.23029444 | 172.9 | 28.999 | — | 4 | 26 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.5 | 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) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16353 BRKEY
16093 NBI No.
16093 On Under
1 Structure No.
1651T1170 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
031 Location
T.P.BR.NO 49.51 Sufficiency
63.5 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
26 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
172.9 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
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
5 HS Operating Rating Method
1 HS Operating Rating
92.9 HS Inv. Rating Method
1 HS Inv. Method
55.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
18.020001 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1707 Min Measured Clearance
1700 NBI Rating
16093 ODOT County
16 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., 2-47.5ft., 38ft. I-BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T1170 X H Index
89.3068 Latitude
34:48:56.27 Longitude
-98:13:49.06 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
49.51 NBI Text
16093 Vault Link
http://plansrv1/bridgemaintvault/b16093 GIS FO/SD
FO H Inv. Method
41 Latitude DD
34.81563056 Longitude DD
-98.23029444 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16353 x
-10934946.3575341 y
4138854.21477864 |
|||||||||||||||||||||||||||||||||||||
| 16092 | 1737T0625 X | 16092 | Cotton | CO. RD. E1910 | BAILEY B TP (I-44) UNDER | 1737T0640 X | 39ft.,2-49ft.,39ft. I-BM S | 1964 | 34.24631111 | -98.44071389 | 178.15 | 22.999 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | X | 3690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16352 BRKEY
16092 NBI No.
16092 On Under
1 Structure No.
1737T0625 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1910 Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
T.P.BR NO 18.56 Sufficiency
61.9 Kind Hwy
4 Level Service
1 Route No.
E1910 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
3690 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
3.002 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
22.999 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
45.966 HS Inv. Rating Method
1 HS Inv. Method
27.999 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5904 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1609 Min Measured Clearance
1606 NBI Rating
16092 ODOT County
17 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
1737T0640 X H Index
95.6133 Latitude
34:14:46.72 Longitude
-98:26:26.57 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1910 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.56 NBI Text
16092 Vault Link
http://plansrv1/bridgemaintvault/b16092 GIS FO/SD
FO H Inv. Method
18.96 Latitude DD
34.24631111 Longitude DD
-98.44071389 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16352 x
-10958370.1435611 y
4061923.73666444 |
|||||||||||||||||||||||||||||||||||||
| 15998 | 1434 0085EX | 15998 | Cleveland | I-44 | SW 149TH ST. UNDER | 1434 0085EX | 30ft.-40ft.-30ft. CONC. SLAB SPANS SK.83 DEG.30ft. WITH 2-18ft. SAFETY CURBS | 1964 | 35.31930833 | -97.59663056 | 101.05 | 42.979 | — | 3 | 7 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.9 | 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 | 22050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16351 BRKEY
15998 NBI No.
15998 On Under
1 Structure No.
1434 0085EX Control No.
034 Lane Ind.
E Milepoint
00850 Facility Carried
I-44 Feature Intersected
SW 149TH ST. UNDER Division
03 County
027 Location
0.9 MI N MCCLAIN C/L Sufficiency
81.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 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
1964 ADT Total
22050 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
4.921 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
01 Length
101.05 Deck Width
42.979 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
35280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1608 Min Measured Clearance
1608 NBI Rating
15998 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.-40ft.-30ft. CONC. SLAB SPANS SK.83 DEG.30ft. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1434 0085EX H Index
94.6122 Latitude
35:19:09.51 Longitude
-97:35:47.87 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15998 Vault Link
http://plansrv1/bridgemaintvault/b15998 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.31930833 Longitude DD
-97.59663056 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16351 x
-10864407.2170784 y
4207358.98178249 |
|||||||||||||||||||||||||||||||||||||
| 15997 | 6823 0723NX | 15997 | Sequoyah | N4680 RD | I-40 WB UNDER | 6823 0723NX | 32ft. - 42ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1964 | 35.415225 | -94.69187222 | 107.999 | 28.999 | — | 3 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 51 | Poor (4) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16350 BRKEY
15997 NBI No.
15997 On Under
1 Structure No.
6823 0723NX Control No.
Lane Ind.
Milepoint
Facility Carried
N4680 RD Feature Intersected
I-40 WB UNDER Division
01 County
135 Location
1.9 W JCT US-64 Sufficiency
51 Kind Hwy
4 Level Service
1 Route No.
N4680 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
07 - Major Collector (Rural) Year Built
1964 ADT Total
250 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
11.499 Underclearance Left
5.299 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
107.999 Deck Width
28.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
5 Bridge Posting
4 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
21.054 HS Inv. Rating Method
2 HS Inv. Method
14.991 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
202020 Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1702 Min Measured Clearance
1606 NBI Rating
15997 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 42ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0723NX H Index
83.7684 Latitude
35:24:54.81 Longitude
-94:41:30.74 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4680 RD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0723N NBI Text
15997 Vault Link
http://plansrv1/bridgemaintvault/b15997 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.415225 Longitude DD
-94.69187222 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16350 x
-10541050.9977921 y
4220452.71487131 |
|||||||||||||||||||||||||||||||||||||
| 15996 | 6823 0723SX | 15996 | Sequoyah | N4680 RD | I-40 EB UNDER | 6823 0723SX | 32ft. - 42ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1964 | 35.41473889 | -94.69242778 | 107.999 | 28.999 | — | 3 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 61 | Poor (4) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16349 BRKEY
15996 NBI No.
15996 On Under
1 Structure No.
6823 0723SX Control No.
Lane Ind.
Milepoint
Facility Carried
N4680 RD Feature Intersected
I-40 EB UNDER Division
01 County
135 Location
1.9 W JCT US-64 Sufficiency
61 Kind Hwy
4 Level Service
1 Route No.
N4680 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
07 - Major Collector (Rural) Year Built
1964 ADT Total
250 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.699 Underclearance Left
6.499 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
107.999 Deck Width
28.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
14.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
202020 Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1701 Min Measured Clearance
1606 NBI Rating
15996 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 42ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0723SX H Index
91.7259 Latitude
35:24:53.06 Longitude
-94:41:32.74 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4680 RD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0723S NBI Text
15996 Vault Link
http://plansrv1/bridgemaintvault/b15996 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.41473889 Longitude DD
-94.69242778 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16349 x
-10541112.8424484 y
4220386.31598583 |
|||||||||||||||||||||||||||||||||||||
| 15995 | 4607 0407SX | 15995 | McIntosh | CO. RD. N4050 | I-40 EB UNDER | 4607 0407SX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 3° | 1964 | 35.43261667 | -95.80489722 | 108.901 | 28.999 | — | 3 | 3 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.7 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16348 BRKEY
15995 NBI No.
15995 On Under
1 Structure No.
4607 0407SX Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4050 Feature Intersected
I-40 EB UNDER Division
01 County
091 Location
4.1 E OKMULGEE C/L Sufficiency
79.7 Kind Hwy
4 Level Service
1 Route No.
N4050 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
75 ADT Year
2022 Design Load
H 15 Skew
3 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.299 Underclearance Left
5.699 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
108.901 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
37 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1610 Min Measured Clearance
1606 NBI Rating
15995 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 3° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 0407SX H Index
98.321 Latitude
35:25:57.42 Longitude
-95:48:17.63 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-0407S NBI Text
15995 Vault Link
http://plansrv1/bridgemaintvault/b15995 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.43261667 Longitude DD
-95.80489722 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16348 x
-10664952.3740323 y
4222828.5467756 |
|||||||||||||||||||||||||||||||||||||
| 15994 | 4607 0407NX | 15994 | McIntosh | CO. RD. N4050 | I-40 WB UNDER | 4607 0407NX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 3° | 1964 | 35.43335278 | -95.80482222 | 108.901 | 28.999 | — | 3 | 3 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.3 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16347 BRKEY
15994 NBI No.
15994 On Under
1 Structure No.
4607 0407NX Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4050 Feature Intersected
I-40 WB UNDER Division
01 County
091 Location
4.1 E OKMULGEE C/L Sufficiency
80.3 Kind Hwy
4 Level Service
1 Route No.
N4050 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
75 ADT Year
2022 Design Load
H 15 Skew
3 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.799 Underclearance Left
7.7 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
108.901 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1707 Min Measured Clearance
1700 NBI Rating
15994 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 3° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 0407NX H Index
98.2029 Latitude
35:26:00.07 Longitude
-95:48:17.36 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-0407N NBI Text
15994 Vault Link
http://plansrv1/bridgemaintvault/b15994 GIS FO/SD
FO H Inv. Method
15 Latitude DD
35.43335278 Longitude DD
-95.80482222 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16347 x
-10664944.0250705 y
4222929.11621151 |
|||||||||||||||||||||||||||||||||||||
| 15993 | 1649 0589 X | 15993 | Comanche | I-44 | CREEK | 1649 0589 X | (13ft.-17ft.-17ft.-13ft.)X 10ft.X 163ft. R.C.BOX SK.45 DEG. | 1964 | 34.58493889 | -98.38415 | 91.864 | 0 | — | 4 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16346 BRKEY
15993 NBI No.
15993 On Under
1 Structure No.
1649 0589 X Control No.
049 Lane Ind.
Milepoint
05890 Facility Carried
I-44 Feature Intersected
CREEK Division
07 County
031 Location
2.4 MI.NE.JCT.US281B Sufficiency
77.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
54.029 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
1964 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
91.864 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
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15993 ODOT County
16 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
(13ft.-17ft.-17ft.-13ft.)X 10ft.X 163ft. R.C.BOX SK.45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0589 X H Index
98.9331 Latitude
34:35:05.78 Longitude
-98:23:02.94 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
119 NBI Text
15993 Vault Link
http://plansrv1/bridgemaintvault/b15993 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.58493889 Longitude DD
-98.38415 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16346 x
-10952073.480129 y
4107618.08059741 |
|||||||||||||||||||||||||||||||||||||
| 15902 | 1737T0554 X | 15902 | Cotton | BAILEY B TP (I-44) | CREEK | 1737T0570 X | 2-10ft.X 9ft. X 123ft. CL. | 1964 | 34.23836389 | -98.44908056 | 21.001 | 125 | — | 2 | 0 | 4 | 122.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16345 BRKEY
15902 NBI No.
15902 On Under
1 Structure No.
1737T0554 X Control No.
037 Lane Ind.
Milepoint
05540 Facility Carried
BAILEY B TP (I-44) Feature Intersected
CREEK Division
07 County
033 Location
T.P.NO.19.26 Sufficiency
94.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
122.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
125 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
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
10080 Future ADT Year
2042 Bypass Detour
1.864114 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
15902 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 9ft. X 123ft. CL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0570 X H Index
98.944 Latitude
34:14:18.11 Longitude
-98:26:56.69 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.26 NBI Text
15902 Vault Link
http://plansrv1/bridgemaintvault/b15902 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.23836389 Longitude DD
-98.44908056 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16345 x
-10959301.5170052 y
4060853.55651235 |
|||||||||||||||||||||||||||||||||||||
| 15901 | 5704 0534 X | 15901 | Osage | U.S. 60 | CREEK | 5704 0534 X | 2-8ft. X 6ft. X 79ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS | 1964 | 36.68056389 | -96.59441111 | 25.919 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16344 BRKEY
15901 NBI No.
15901 On Under
1 Structure No.
5704 0534 X Control No.
004 Lane Ind.
Milepoint
05340 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
5.3 MI. E. JCT. SH18 Sufficiency
92.5 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
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.
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
8 HS Operating Rating Method
1 HS Operating Rating
87.5 HS Inv. Rating Method
1 HS Inv. Method
52.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
29.825817 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
15901 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
2-8ft. X 6ft. X 79ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5704 0534 X H Index
96.1661 Latitude
36:40:50.03 Longitude
-96:35:39.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15901 Vault Link
http://plansrv1/bridgemaintvault/b15901 GIS FO/SD
Meets Standards H Inv. Method
39.4 Latitude DD
36.68056389 Longitude DD
-96.59441111 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16344 x
-10752840.6582413 y
4394674.55272235 |
|||||||||||||||||||||||||||||||||||||
| 15900 | 1668 0505WX | 15900 | Comanche | U.S. 281 BUS. | CREEK | 1668 0505WX | 2-10ft.X 6ft.X 185ft. R.C.BOX DROP INLET UPSTREAM WITH 3ft. ADDITIONAL CURTAIN WALL | 1964 | 34.620014 | -98.389931 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 3050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16343 BRKEY
15900 NBI No.
15900 On Under
1 Structure No.
1668 0505WX Control No.
068 Lane Ind.
W Milepoint
05050 Facility Carried
U.S. 281 BUS. Feature Intersected
CREEK Division
07 County
031 Location
4.9 MI. N. JCT.US277 Sufficiency
99.3 Kind Hwy
2 Level Service
6 Route No.
0281B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24.029 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
3050 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
8 Appr. Roadway Width
24.029 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.3 HS Inv. Rating Method
1 HS Inv. Method
45.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4880 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15900 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 185ft. R.C.BOX DROP INLET UPSTREAM WITH 3ft. ADDITIONAL CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1668 0505WX H Index
100 Latitude
34:37:12.05 Longitude
-98:23:23.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 281 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
092 NBI Text
15900 Vault Link
http://plansrv1/bridgemaintvault/b15900 GIS FO/SD
Meets Standards H Inv. Method
25.4 Latitude DD
34.620014 Longitude DD
-98.389931 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16343 x
-10952717.0181053 y
4112361.7173527 |
|||||||||||||||||||||||||||||||||||||
| 15899 | 6737 0495SX | 15899 | Seminole | I-40 | CO. RD. UNDER | 6737 0495SX | 20ft.X 14ft.X 47 SINGLE | 1964 | 35.38422778 | -96.68906389 | 21.982 | 47.001 | — | 1 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16342 BRKEY
15899 NBI No.
15899 On Under
1 Structure No.
6737 0495SX Control No.
037 Lane Ind.
S Milepoint
04950 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
133 Location
5 MI E POTT CO Sufficiency
86.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1964 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
47.001 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
N Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.7 HS Inv. Rating Method
1 HS Inv. Method
26.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15899 ODOT County
67 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 47 SINGLE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0495SX H Index
87.1093 Latitude
35:23:03.22 Longitude
-96:41:20.63 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15899 Vault Link
http://plansrv1/bridgemaintvault/b15899 GIS FO/SD
FO H Inv. Method
14.9 Latitude DD
35.38422778 Longitude DD
-96.68906389 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16342 x
-10763377.3575131 y
4216219.53433339 |
|||||||||||||||||||||||||||||||||||||
| 15898 | 6737 0495NX | 15898 | Seminole | I-40 | CO. RD. UNDER | 6737 0495NX | 20ft.X 14ft.X 47ft. SINGLE | 1964 | 35.38473056 | -96.68906389 | 21.982 | 47.001 | — | 1 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16341 BRKEY
15898 NBI No.
15898 On Under
1 Structure No.
6737 0495NX Control No.
037 Lane Ind.
N Milepoint
04950 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
133 Location
5 MI E POTT CO Sufficiency
85.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
47.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.7 HS Inv. Rating Method
1 HS Inv. Method
26.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15898 ODOT County
67 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 47ft. SINGLE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0495NX H Index
54.8413 Latitude
35:23:05.03 Longitude
-96:41:20.63 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15898 Vault Link
http://plansrv1/bridgemaintvault/b15898 GIS FO/SD
FO H Inv. Method
14.9 Latitude DD
35.38473056 Longitude DD
-96.68906389 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16341 x
-10763377.3575131 y
4216288.18423503 |
|||||||||||||||||||||||||||||||||||||
| 15897 | 1668 0495EX | 15897 | Comanche | U.S. 281 BUS. | CREEK | 1668 0495EX | 2-10ft.X 6ft.X 85ft. R.C.BOX SK.80 DEG. DROP INLET UPSTREAM WITH 3ft. ADDITIONAL CU | 1964 | 34.618686 | -98.388806 | 22.966 | 0 | — | 2 | 10 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16340 BRKEY
15897 NBI No.
15897 On Under
1 Structure No.
1668 0495EX Control No.
068 Lane Ind.
E Milepoint
04950 Facility Carried
U.S. 281 BUS. Feature Intersected
CREEK Division
07 County
031 Location
4.8 MI. N. JCT.US277 Sufficiency
99.4 Kind Hwy
2 Level Service
6 Route No.
0281B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.03 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
26.03 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.6 HS Inv. Rating Method
1 HS Inv. Method
47.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15897 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 85ft. R.C.BOX SK.80 DEG. DROP INLET UPSTREAM WITH 3ft. ADDITIONAL CU Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1668 0495EX H Index
100 Latitude
34:37:07.27 Longitude
-98:23:19.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 281 BUS. Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
091 NBI Text
15897 Vault Link
http://plansrv1/bridgemaintvault/b15897 GIS FO/SD
Meets Standards H Inv. Method
26.5 Latitude DD
34.618686 Longitude DD
-98.388806 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16340 x
-10952591.7836782 y
4112182.07914499 |
|||||||||||||||||||||||||||||||||||||
| 15806 | 5571 0152 X | 15806 | Oklahoma | I-240 | PENN. AVE. UNDER | 5571 0152 X | 60ft.-79ft.-60ft. I-BM. SPANS W/ SLOPED FACE PARAPETS | 1963 | 35.39126389 | -97.54820278 | 200 | 111.001 | — | 3 | 0 | 6 | 106.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 107800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16339 BRKEY
15806 NBI No.
15806 On Under
1 Structure No.
5571 0152 X Control No.
071 Lane Ind.
Milepoint
01520 Facility Carried
I-240 Feature Intersected
PENN. AVE. UNDER Division
04 County
109 Location
1.5 MI E OF I-44 Sufficiency
89 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.199 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
1963 ADT Total
107800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
106.001 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
107.999 Span Type Main
M Material
3 - Steel Design
02 Length
200 Deck Width
111.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.76 HS Inv. Rating Method
1 HS Inv. Method
51.478 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
172480 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
Y Existing Posting
1408 Max Measured Clearance
1507 Min Measured Clearance
1411 NBI Rating
15806 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-79ft.-60ft. I-BM. SPANS W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0152 X H Index
98.8113 Latitude
35:23:28.55 Longitude
-97:32:53.53 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15806 Vault Link
http://plansrv1/bridgemaintvault/b15806 GIS FO/SD
FO H Inv. Method
39.022 Latitude DD
35.39126389 Longitude DD
-97.54820278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16339 x
-10859016.2612686 y
4217180.28818532 |
|||||||||||||||||||||||||||||||||||||
| 15805 | 0853T0130 X | 15805 | Caddo | BAILEY A TP (I-44) | N. FORK LITTLE WASHITA | 0853T0130 X | 61ft.,76ft.,61ft. I-BM SPA | 1963 | 34.865825 | -98.14221111 | 200.131 | 88.002 | — | 3 | 10 | 4 | 85.6 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16338 BRKEY
15805 NBI No.
15805 On Under
1 Structure No.
0853T0130 X Control No.
053 Lane Ind.
Milepoint
01300 Facility Carried
BAILEY A TP (I-44) Feature Intersected
N. FORK LITTLE WASHITA Division
07 County
015 Location
T.P. BR.NO.43.33 Sufficiency
96.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.501 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
3 Road Width
85.6 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
200.131 Deck Width
88.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
16000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15805 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
61ft.,76ft.,61ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0853T0130 X H Index
100 Latitude
34:51:56.97 Longitude
-98:08:31.96 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
43.33 NBI Text
15805 Vault Link
http://plansrv1/bridgemaintvault/b15805 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
34.865825 Longitude DD
-98.14221111 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16338 x
-10925140.9660912 y
4145662.21396996 |
|||||||||||||||||||||||||||||||||||||
| 15804 | 4607 1636 X | 15804 | McIntosh | LOTAHWATAH RD | I-40 UNDER | 4607 1636 X | 32ft. - (2) 69ft. - 32ft. - PC BEAM SK 7° | 1963 | 35.45744444 | -95.59264444 | 203.1 | 32.999 | — | 4 | 7 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.4 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16337 BRKEY
15804 NBI No.
15804 On Under
1 Structure No.
4607 1636 X Control No.
Lane Ind.
Milepoint
Facility Carried
LOTAHWATAH RD Feature Intersected
I-40 UNDER Division
01 County
091 Location
2.7 W JCT US-69 Sufficiency
85.4 Kind Hwy
4 Level Service
1 Route No.
N4170 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
65 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
9.8 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
203.1 Deck Width
32.999 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
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1608 Min Measured Clearance
1600 NBI Rating
15804 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - (2) 69ft. - 32ft. - PC BEAM SK 7° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 1636 X H Index
90.7965 Latitude
35:27:26.8 Longitude
-95:35:33.52 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
LOTAHWATAH RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-1636 NBI Text
15804 Vault Link
http://plansrv1/bridgemaintvault/b15804 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.45744444 Longitude DD
-95.59264444 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16337 x
-10641324.5026432 y
4226221.09475291 |
|||||||||||||||||||||||||||||||||||||
| 15803 | 1411R0403 X | 15803 | Cleveland | S.H. 9 | DAVE BLUE CREEK | 1411 0403 X | 3-60ft. I-BM. SPANS SK.45 DEG. | 1963 | 35.18921944 | -97.34750833 | 183.071 | 46.916 | — | 3 | 45 | 2 | 43.963 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.5 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 9100 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
16336 BRKEY
15803 NBI No.
15803 On Under
1 Structure No.
1411R0403 X Control No.
011 Lane Ind.
Milepoint
04030 Facility Carried
S.H. 9 Feature Intersected
DAVE BLUE CREEK Division
03 County
027 Location
4 MI E JCT US77 Sufficiency
83.5 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1963 ADT Total
9100 ADT Year
2015 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
183.071 Deck Width
46.916 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
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.721 HS Inv. Rating Method
1 HS Inv. Method
45.966 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14560 Future ADT Year
2035 Bypass Detour
55.923407 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
15803 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM. SPANS SK.45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1411 0403 X H Index
93.0002 Latitude
35:11:21.19 Longitude
-97:20:51.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15803 Vault Link
http://plansrv1/bridgemaintvault/b15803 GIS FO/SD
Meets Standards H Inv. Method
36.707 Latitude DD
35.18921944 Longitude DD
-97.34750833 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
16336 x
-10836675.0572896 y
4189625.1341267 |
|||||||||||||||||||||||||||||||||||||
| 15802 | 5571 0050 X | 15802 | Oklahoma | I-240 | MAY AVE. UNDER | 5571 0050 X | 35ft.-82ft.-65ft. I-BM. SPANS SK.75 DEG.57ft.30ft. W/ SLOPED FACE PARAPETS | 1963 | 35.39387222 | -97.56583056 | 182.999 | 111.001 | — | 3 | 15 | 6 | 105 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 92000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16335 BRKEY
15802 NBI No.
15802 On Under
1 Structure No.
5571 0050 X Control No.
071 Lane Ind.
Milepoint
00500 Facility Carried
I-240 Feature Intersected
MAY AVE. UNDER Division
04 County
109 Location
0.5 MI E OF I-44 Sufficiency
94 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.598 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
1963 ADT Total
92000 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
105 Ref. Underclearance Rt.
H Underclearance Right
3.497 Underclearance Left
5.997 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
105 Span Type Main
M Material
3 - Steel Design
02 Length
182.999 Deck Width
111.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
84.5 HS Inv. Rating Method
1 HS Inv. Method
50.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
147200 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
Y Existing Posting
1407 Max Measured Clearance
1505 Min Measured Clearance
1410 NBI Rating
15802 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-82ft.-65ft. I-BM. SPANS SK.75 DEG.57ft.30ft. W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0050 X H Index
98.157 Latitude
35:23:37.94 Longitude
-97:33:56.99 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15802 Vault Link
http://plansrv1/bridgemaintvault/b15802 GIS FO/SD
FO H Inv. Method
35.9 Latitude DD
35.39387222 Longitude DD
-97.56583056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16335 x
-10860978.576762 y
4217536.46694438 |
|||||||||||||||||||||||||||||||||||||
| 16091 | 4454T0450 X | 16091 | McClain | CO. RD. E1200 | BAILEY A TP (I-44) UNDER | 4454T0450 X | 37ft.,2-49ft.,37ft. I-BM S | 1964 | 35.27638889 | -97.605 | 174.869 | 23.002 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16334 BRKEY
16091 NBI No.
16091 On Under
1 Structure No.
4454T0450 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1200 Feature Intersected
BAILEY A TP (I-44) UNDER Division
03 County
087 Location
T.P.BR.NO.0.88 Sufficiency
63.7 Kind Hwy
4 Level Service
1 Route No.
E1200 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1964 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
9.003 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
174.869 Deck Width
23.002 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
5 HS Operating Rating Method
1 HS Operating Rating
48.6 HS Inv. Rating Method
1 HS Inv. Method
29.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1704 Min Measured Clearance
1604 NBI Rating
16091 ODOT County
44 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.,2-49ft.,37ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4454T0450 X H Index
90.5352 Latitude
35:16:35 Longitude
-97:36:18 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1200 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.88 NBI Text
16091 Vault Link
http://plansrv1/bridgemaintvault/b16091 GIS FO/SD
FO H Inv. Method
22.4 Latitude DD
35.27638889 Longitude DD
-97.605 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16334 x
-10865338.8988775 y
4201505.01368649 |
|||||||||||||||||||||||||||||||||||||
| 16090 | 6823 0377 X | 16090 | Sequoyah | N4650 RD | I-40 UNDER | 6823 0377 X | 32ft. - (2) 55ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1964 | 35.44480833 | -94.74136389 | 175 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16333 BRKEY
16090 NBI No.
16090 On Under
1 Structure No.
6823 0377 X Control No.
Lane Ind.
Milepoint
Facility Carried
N4650 RD Feature Intersected
I-40 UNDER Division
01 County
135 Location
3.77 E JCT US-59 Sufficiency
83.7 Kind Hwy
4 Level Service
1 Route No.
E1083 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
07 - Major Collector (Rural) Year Built
1964 ADT Total
150 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
7.999 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
175 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
25.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
240 Future ADT Year
2042 Bypass Detour
1.999945 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
1707 Min Measured Clearance
1605 NBI Rating
16090 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - (2) 55ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0377 X H Index
80.5353 Latitude
35:26:41.31 Longitude
-94:44:28.91 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4650 RD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0377 NBI Text
16090 Vault Link
http://plansrv1/bridgemaintvault/b16090 GIS FO/SD
Meets Standards H Inv. Method
16.6 Latitude DD
35.44480833 Longitude DD
-94.74136389 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16333 x
-10546560.385295 y
4224494.32444436 |
|||||||||||||||||||||||||||||||||||||
| 16089 | 1651T0330 X | 16089 | Comanche | CO. RD. N2600 | BAILEY A TP (I-44) UNDER | 1651T0330 X | 40ft.,2-49ft.,40ft. I-BM S | 1964 | 34.7532 | -98.35258889 | 180.118 | 22.999 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.3 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16332 BRKEY
16089 NBI No.
16089 On Under
1 Structure No.
1651T0330 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2600 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
031 Location
T.P. BR.NO.57.83 Sufficiency
64.3 Kind Hwy
4 Level Service
1 Route No.
N2600 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 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
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
180.118 Deck Width
22.999 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1703 Min Measured Clearance
1608 NBI Rating
16089 ODOT County
16 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
40ft.,2-49ft.,40ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T0330 X H Index
91.6414 Latitude
34:45:11.52 Longitude
-98:21:09.32 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2600 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
57.83 NBI Text
16089 Vault Link
http://plansrv1/bridgemaintvault/b16089 GIS FO/SD
FO H Inv. Method
21.6 Latitude DD
34.7532 Longitude DD
-98.35258889 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16332 x
-10948560.113435 y
4130392.38419133 |
|||||||||||||||||||||||||||||||||||||
| 16088 | 4454T0230 X | 16088 | McClain | CO. RD. E1210 | BAILEY A TP (I-44) UNDER | 4454T0230 X | 35ft.,2-49ft.,37ft. I-BM S | 1964 | 35.26194444 | -97.63805556 | 172.9 | 23.002 | — | 4 | 30 | 2 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16331 BRKEY
16088 NBI No.
16088 On Under
1 Structure No.
4454T0230 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1210 Feature Intersected
BAILEY A TP (I-44) UNDER Division
03 County
087 Location
T.P.BR NO.03.03 Sufficiency
64.3 Kind Hwy
4 Level Service
1 Route No.
E1200 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
172.9 Deck Width
23.002 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
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
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1700 Min Measured Clearance
1603 NBI Rating
16088 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.,2-49ft.,37ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4454T0230 X H Index
85.3211 Latitude
35:15:43 Longitude
-97:38:17 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1210 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.03 NBI Text
16088 Vault Link
http://plansrv1/bridgemaintvault/b16088 GIS FO/SD
FO H Inv. Method
19.5 Latitude DD
35.26194444 Longitude DD
-97.63805556 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16331 x
-10869018.6269845 y
4199535.57049266 |
|||||||||||||||||||||||||||||||||||||
| 16086 | 6106 1912 X | 16086 | Pittsburg | U.S. 270 | UP R.R. UNDER | 6106 1912 X | 45ft. I-BEAM, (2) 60ft. CONTINUOUS I-BEAM | 1964 | 34.93343889 | -95.77049167 | 166 | 67.999 | — | 3 | 0 | 4 | 57.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 13200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16329 BRKEY
16086 NBI No.
16086 On Under
1 Structure No.
6106 1912 X Control No.
006 Lane Ind.
Milepoint
19120 Facility Carried
U.S. 270 Feature Intersected
UP R.R. UNDER Division
02 County
121 Location
4.2 E INDIAN NATION TPK Sufficiency
80.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
5 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
57.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
13200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
57.999 Ref. Underclearance Rt.
R Underclearance Right
12.5 Underclearance Left
13.583 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
57.999 Span Type Main
M Material
3 - Steel Design
02 Length
166 Deck Width
67.999 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
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.2 HS Inv. Rating Method
1 HS Inv. Method
43.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21120 Future ADT Year
2042 Bypass Detour
1.864114 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
2307 Min Measured Clearance
2202 NBI Rating
16086 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
3.7 Rt. Curb SW
3.7 Description
45ft. I-BEAM, (2) 60ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6106 1912 X H Index
73.0861 Latitude
34:56:00.38 Longitude
-95:46:13.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
045 NBI Text
16086 Vault Link
http://plansrv1/bridgemaintvault/b16086 GIS FO/SD
Meets Standards H Inv. Method
27.3 Latitude DD
34.93343889 Longitude DD
-95.77049167 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16329 x
-10661122.3657258 y
4154839.4299947 |
|||||||||||||||||||||||||||||||||||||
| 15992 | 4914 0342 X | 15992 | Mayes | S.H. 28 | OSAGE CREEK | 4914 0342 X | (10.25ft., 3-12.5ft., 10.25ft.) X 11ft. X 56ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS | 1964 | 36.43773611 | -95.37391111 | 89.895 | 0 | — | 5 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.5 | 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 | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16328 BRKEY
15992 NBI No.
15992 On Under
1 Structure No.
4914 0342 X Control No.
014 Lane Ind.
Milepoint
03420 Facility Carried
S.H. 28 Feature Intersected
OSAGE CREEK Division
08 County
097 Location
3.5 MI E ROGERS CO Sufficiency
89.5 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1964 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
5 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
89.895 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
4800 Future ADT Year
2042 Bypass Detour
32.932673 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
15992 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft., 3-12.5ft., 10.25ft.) X 11ft. X 56ft. R.C. BOX SK. 45 DEG. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4914 0342 X H Index
63.466 Latitude
36:26:15.85 Longitude
-95:22:26.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15992 Vault Link
http://plansrv1/bridgemaintvault/b15992 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.43773611 Longitude DD
-95.37391111 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16328 x
-10616975.2197281 y
4361021.56247333 |
|||||||||||||||||||||||||||||||||||||
| 15896 | 4454T0446 X | 15896 | McClain | BAILEY A TP (I-44) | CREEK | 4454T0446 X | 2-10ft.X 14ft. X 148ft. CL | 1964 | 35.27501111 | -97.60604722 | 21.699 | 150 | — | 2 | 15 | 4 | 147.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | W | 17400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16322 BRKEY
15896 NBI No.
15896 On Under
1 Structure No.
4454T0446 X Control No.
054 Lane Ind.
Milepoint
04460 Facility Carried
BAILEY A TP (I-44) Feature Intersected
CREEK Division
03 County
087 Location
T P BR NO.00.92 Sufficiency
94.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
17400 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
2 Road Width
147.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
11 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.699 Deck Width
150 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
5 Culv. Rating
8 Structure Rating
8 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
27840 Future ADT Year
2042 Bypass Detour
1.864114 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
15896 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 14ft. X 148ft. CL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4454T0446 X H Index
99.1539 Latitude
35:16:30.04 Longitude
-97:36:21.77 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.92 NBI Text
15896 Vault Link
http://plansrv1/bridgemaintvault/b15896 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.27501111 Longitude DD
-97.60604722 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16322 x
-10865455.4748746 y
4201317.14372329 |
|||||||||||||||||||||||||||||||||||||
| 15895 | 5704 0413 X | 15895 | Osage | U.S. 60 | CREEK | 5704 0413 X | 2-10ft. X 12ft. X 40ft. R. | 1964 | 36.68086389 | -96.61620556 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16321 BRKEY
15895 NBI No.
15895 On Under
1 Structure No.
5704 0413 X Control No.
004 Lane Ind.
Milepoint
04130 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
4.1 MI. E. JCT. SH18 Sufficiency
93.4 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
2000 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
40 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.
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
58.8 HS Inv. Rating Method
1 HS Inv. Method
35.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
29.825817 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
15895 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 12ft. X 40ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5704 0413 X H Index
92.2039 Latitude
36:40:51.11 Longitude
-96:36:58.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15895 Vault Link
http://plansrv1/bridgemaintvault/b15895 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
36.68086389 Longitude DD
-96.61620556 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16321 x
-10755266.8053174 y
4394716.19463616 |
|||||||||||||||||||||||||||||||||||||
| 15894 | 2431 0398 X | 15894 | Garfield | U.S. 64 / U.S. 412 | CREEK | 2431 0398 X | 2-10ft. X 7ft. X 153ft. R.C. BOX W/ 3ft. CURTAIN WALL ON SOUTH ONLY | 1964 | 36.39735278 | -97.76646111 | 20.833 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16320 BRKEY
15894 NBI No.
15894 On Under
1 Structure No.
2431 0398 X Control No.
031 Lane Ind.
Milepoint
03980 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
6.9 MI E JCT US 81 Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1964 ADT Total
8000 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
6 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.833 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.7 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
55.000002 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
9999 Min Measured Clearance
9999 NBI Rating
15894 ODOT County
24 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 7ft. X 153ft. R.C. BOX W/ 3ft. CURTAIN WALL ON SOUTH ONLY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0398 X H Index
97.7765 Latitude
36:23:50.47 Longitude
-97:45:59.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15894 Vault Link
http://plansrv1/bridgemaintvault/b15894 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
36.39735278 Longitude DD
-97.76646111 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16320 x
-10883312.6674256 y
4355435.15187156 |
|||||||||||||||||||||||||||||||||||||
| 15893 | 4914 0388 X | 15893 | Mayes | S.H. 28 | CREEK | 4914 0388 X | 2-10ft. X 8ft. X 56ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1964 | 36.43772222 | -95.36558056 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.1 | 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 | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16319 BRKEY
15893 NBI No.
15893 On Under
1 Structure No.
4914 0388 X Control No.
014 Lane Ind.
Milepoint
03880 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
097 Location
4.0 MI E ROGERS CO Sufficiency
81.1 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1964 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
1 HS Operating Rating
45.8 HS Inv. Rating Method
1 HS Inv. Method
27.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
32.932673 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
15893 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 56ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4914 0388 X H Index
100 Latitude
36:26:15.8 Longitude
-95:21:56.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15893 Vault Link
http://plansrv1/bridgemaintvault/b15893 GIS FO/SD
Meets Standards H Inv. Method
15.3 Latitude DD
36.43772222 Longitude DD
-95.36558056 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16319 x
-10616047.8671441 y
4361019.6405066 |
|||||||||||||||||||||||||||||||||||||
| 15892 | 3120 0384 X | 15892 | Haskell | S.H. 71 | SANDY CREEK | 3120 0384 X | (3) 8ft. X 8ft. X 104ft. LONG RCB | 1964 | 35.28358611 | -95.37188333 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16318 BRKEY
15892 NBI No.
15892 On Under
1 Structure No.
3120 0384 X Control No.
020 Lane Ind.
Milepoint
03840 Facility Carried
S.H. 71 Feature Intersected
SANDY CREEK Division
01 County
061 Location
3.8 N JCT SH-9 Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00071 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
1964 ADT Total
1600 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
14 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 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
15892 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
(3) 8ft. X 8ft. X 104ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3120 0384 X H Index
100 Latitude
35:17:00.91 Longitude
-95:22:18.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 71 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20-0384 NBI Text
15892 Vault Link
http://plansrv1/bridgemaintvault/b15892 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
35.28358611 Longitude DD
-95.37188333 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16318 x
-10616749.4882911 y
4202486.45705358 |
|||||||||||||||||||||||||||||||||||||
| 15891 | 0542 0381 X | 15891 | Beckham | S.H. 6 | CREEK | 0542 0381 X | 2-10ft.X10ft.X69ft. RDY. R.C.B. | 1964 | 35.40700833 | -99.58802222 | 22.966 | 71.001 | — | 2 | 0 | 2 | 69.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16317 BRKEY
15891 NBI No.
15891 On Under
1 Structure No.
0542 0381 X Control No.
042 Lane Ind.
Milepoint
03810 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
3.8 MI E JCT U.S. 283 Sufficiency
90.2 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
69.003 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
1964 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
69.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
71.001 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
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.13 HS Inv. Rating Method
1 HS Inv. Method
28.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15891 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X69ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0542 0381 X H Index
97.36 Latitude
35:24:25.23 Longitude
-99:35:16.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15891 Vault Link
http://plansrv1/bridgemaintvault/b15891 GIS FO/SD
Meets Standards H Inv. Method
16.04 Latitude DD
35.40700833 Longitude DD
-99.58802222 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16317 x
-11086087.9226396 y
4219330.43480551 |
|||||||||||||||||||||||||||||||||||||
| 16171 | 1737T1147 X | 16171 | Cotton | BAILEY B TP (I-44) | E1860 & W CACHE CR O'FLO | 1737T1200 X | 7-45ft. I-BM SPANS | 1964 | 34.31844444 | -98.41665556 | 316.929 | 73.999 | — | 7 | 0 | 4 | 32.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16316 BRKEY
16171 NBI No.
16171 On Under
1 Structure No.
1737T1147 X Control No.
037 Lane Ind.
Milepoint
11470 Facility Carried
BAILEY B TP (I-44) Feature Intersected
E1860 & W CACHE CR O'FLO Division
07 County
033 Location
T P BR NO 13.37 Sufficiency
73.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
6 Vertical Clearance
N Horizontal Clearance
67.001 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
32.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
15 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
316.929 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 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
10080 Future ADT Year
2042 Bypass Detour
1.864114 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
16171 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-45ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1200 X H Index
100 Latitude
34:19:06.4 Longitude
-98:24:59.96 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13.37 NBI Text
16171 Vault Link
http://plansrv1/bridgemaintvault/b16171 GIS FO/SD
FO H Inv. Method
20.062 Latitude DD
34.31844444 Longitude DD
-98.41665556 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16316 x
-10955691.9825162 y
4071641.9053799 |
|||||||||||||||||||||||||||||||||||||
| 16170 | 6823 1729SX | 16170 | Sequoyah | I-40 EB | U.S. 64 UNDER | 6823 1729SX | 55ft. - (2) 96ft. - 55ft. CONTINUOUS PLATE GIRDER SK 35° | 1964 | 35.40494444 | -94.52605 | 303.501 | 42.999 | — | 4 | 55 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16315 BRKEY
16170 NBI No.
16170 On Under
1 Structure No.
6823 1729SX Control No.
023 Lane Ind.
S Milepoint
17290 Facility Carried
I-40 EB Feature Intersected
U.S. 64 UNDER Division
01 County
135 Location
JCT I-40 & US-64 Sufficiency
88.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 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
1964 ADT Total
8300 ADT Year
2022 Design Load
HS 20 Skew
55 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
303.501 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.3 HS Inv. Rating Method
1 HS Inv. Method
30.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1704 Min Measured Clearance
1606 NBI Rating
16170 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
55ft. - (2) 96ft. - 55ft. CONTINUOUS PLATE GIRDER SK 35° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1729SX H Index
99.9181 Latitude
35:24:17.8 Longitude
-94:31:33.78 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-1729S NBI Text
16170 Vault Link
http://plansrv1/bridgemaintvault/b16170 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.40494444 Longitude DD
-94.52605 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16315 x
-10522591.7526995 y
4219048.5548126 |
|||||||||||||||||||||||||||||||||||||
| 16169 | 6823 1729NX | 16169 | Sequoyah | I-40 WB | U.S. 64 UNDER | 6823 1729NX | 55ft. - (2) 96ft. - 55ft. CONTINUOUS PLATE GIRDER SK 35° | 1964 | 35.40542222 | -94.52576667 | 303.501 | 42.999 | — | 4 | 55 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16314 BRKEY
16169 NBI No.
16169 On Under
1 Structure No.
6823 1729NX Control No.
023 Lane Ind.
N Milepoint
17290 Facility Carried
I-40 WB Feature Intersected
U.S. 64 UNDER Division
01 County
135 Location
JCT I-40 & US-64 Sufficiency
89.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1964 ADT Total
8350 ADT Year
2022 Design Load
HS 20 Skew
55 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
9.701 Underclearance Left
5.801 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
303.501 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.3 HS Inv. Rating Method
1 HS Inv. Method
30.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1710 Min Measured Clearance
1702 NBI Rating
16169 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
55ft. - (2) 96ft. - 55ft. CONTINUOUS PLATE GIRDER SK 35° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1729NX H Index
99.9005 Latitude
35:24:19.52 Longitude
-94:31:32.76 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-1729N NBI Text
16169 Vault Link
http://plansrv1/bridgemaintvault/b16169 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.40542222 Longitude DD
-94.52576667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16314 x
-10522560.2125482 y
4219113.8079501 |
|||||||||||||||||||||||||||||||||||||
| 16168 | 4042 0788 X | 16168 | Le Flore | S.H. 83 | SUGAR LOAF CREEK | 4042 0755 X | (5) 60ft. PC BEAM | 1964 | 34.99756111 | -94.50374167 | 302.001 | 31.001 | — | 5 | 0 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.1 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16313 BRKEY
16168 NBI No.
16168 On Under
1 Structure No.
4042 0788 X Control No.
042 Lane Ind.
Milepoint
07880 Facility Carried
S.H. 83 Feature Intersected
SUGAR LOAF CREEK Division
02 County
079 Location
7.88 E JCT US-59 Sufficiency
81.1 Kind Hwy
3 Level Service
1 Route No.
00083 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
1964 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.001 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.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
39.8 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
16168 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(5) 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4042 0755 X H Index
90.8305 Latitude
34:59:51.22 Longitude
-94:30:13.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 83 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
164 NBI Text
16168 Vault Link
http://plansrv1/bridgemaintvault/b16168 GIS FO/SD
Meets Standards H Inv. Method
16.9 Latitude DD
34.99756111 Longitude DD
-94.50374167 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16313 x
-10520108.4007635 y
4163549.71359432 |
|||||||||||||||||||||||||||||||||||||
| 16167 | 3704 0543WX | 16167 | Kingfisher | U.S. 81 | UP R.R. UNDER | 3704 0543WX | 32ft.,49ft.,2-57ft.,49ft.,39 | 1964 | 35.93166667 | -97.91638889 | 284.121 | 32.999 | — | 6 | 60 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.4 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16312 BRKEY
16167 NBI No.
16167 On Under
1 Structure No.
3704 0543WX Control No.
004 Lane Ind.
W Milepoint
05430 Facility Carried
U.S. 81 Feature Intersected
UP R.R. UNDER Division
04 County
073 Location
5.3 MI N JCT SH 33 Sufficiency
68.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
6 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
18.91 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
284.121 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 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
4000 Future ADT Year
2042 Bypass Detour
0.124274 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
2306 Min Measured Clearance
2302 NBI Rating
16167 ODOT County
37 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
1.499 Rt. Curb SW
1.499 Description
32ft.,49ft.,2-57ft.,49ft.,39 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3704 0543WX H Index
64.512 Latitude
35:55:54 Longitude
-97:54:59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
024A NBI Text
16167 Vault Link
http://plansrv1/bridgemaintvault/b16167 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.93166667 Longitude DD
-97.91638889 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16312 x
-10900002.5515509 y
4291222.88032103 |
|||||||||||||||||||||||||||||||||||||
| 16166 | 1806R0349SX | 16166 | Craig | U.S. 60 | BIG CABIN CREEK | 1806 0349SX | 88ft.-110ft.-88ft. CONT. P | 1964 | 36.62665556 | -95.17504444 | 289.042 | 31.001 | — | 3 | 45 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.2 | Serious (3) | Poor (4) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4250 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
16311 BRKEY
16166 NBI No.
16166 On Under
1 Structure No.
1806R0349SX Control No.
006 Lane Ind.
S Milepoint
03490 Facility Carried
U.S. 60 Feature Intersected
BIG CABIN CREEK Division
08 County
035 Location
3.7 MI E JCT SH 66 Sufficiency
35.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 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
1964 ADT Total
4250 ADT Year
2010 Design Load
HS 20 Skew
45 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
-1 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
289.042 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.
4 Deck Rating
4 Super Rating
3 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.879 HS Inv. Rating Method
1 HS Inv. Method
34.061 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6800 Future ADT Year
2030 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16166 ODOT County
18 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
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
88ft.-110ft.-88ft. CONT. P Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1806 0349SX H Index
46.1891 Latitude
36:37:35.96 Longitude
-95:10:30.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
16166 Vault Link
http://plansrv1/bridgemaintvault/b16166 GIS FO/SD
SD H Inv. Method
19.511 Latitude DD
36.62665556 Longitude DD
-95.17504444 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16311 x
-10594837.483288 y
4387194.36690478 |