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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 16065 | 1737T2048 X | 16065 | Cotton | CO. RD. 1748C | BAILEY B TP (I-44) UNDER | 1737T2034 X | 33ft.,2-43ft.,33ft. I-BM S | 1964 | 34.44885833 | -98.40928056 | 153.871 | 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) | 82.7 | 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) | X | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16239 BRKEY
16065 NBI No.
16065 On Under
1 Structure No.
1737T2048 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 1748C Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
T.P.BR.NO.4.35 Sufficiency
82.7 Kind Hwy
4 Level Service
1 Route No.
1748C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 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
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
153.871 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
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1606 Min Measured Clearance
1602 NBI Rating
16065 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
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T2034 X H Index
88.1671 Latitude
34:26:55.89 Longitude
-98:24:33.41 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 1748C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.35 NBI Text
16065 Vault Link
http://plansrv1/bridgemaintvault/b16065 GIS FO/SD
FO H Inv. Method
21.5 Latitude DD
34.44885833 Longitude DD
-98.40928056 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16239 x
-10954871.0012716 y
4089233.15640249 |
|||||||||||||||||||||||||||||||||||||
| 16064 | 1651T1130 X | 16064 | Comanche | CO. RD. 1654C | BAILEY A TP (I-44) UNDER | 1651T1130 X | 34ft.,2-42.5ft., 34ft. I-B | 1964 | 34.81317222 | -98.23795556 | 155.84 | 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) | 82 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16238 BRKEY
16064 NBI No.
16064 On Under
1 Structure No.
1651T1130 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 1654C Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
031 Location
T P BR NO 49.91 Sufficiency
82 Kind Hwy
4 Level Service
1 Route No.
1654C 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
100 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
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.904 Span Type Main
M Material
3 - Steel Design
02 Length
155.84 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
51.6 HS Inv. Rating Method
1 HS Inv. Method
30.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 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
1606 Max Measured Clearance
1702 Min Measured Clearance
1607 NBI Rating
16064 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
34ft.,2-42.5ft., 34ft. I-B Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T1130 X H Index
88.311 Latitude
34:48:47.42 Longitude
-98:14:16.64 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 1654C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
49.91 NBI Text
16064 Vault Link
http://plansrv1/bridgemaintvault/b16064 GIS FO/SD
FO H Inv. Method
20.2 Latitude DD
34.81317222 Longitude DD
-98.23795556 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16238 x
-10935799.1895114 y
4138520.89048393 |
|||||||||||||||||||||||||||||||||||||
| 16063 | 2642T2240 X | 16063 | Grady | CO. RD. E1301 | BAILEY A TP (I-44) UNDER | 2642T2240 X | 33ft.,2-43ft.,33ft. I-BM S | 1964 | 35.13055556 | -97.83611111 | 152.887 | 23.002 | — | 4 | 0 | 2 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.4 | Good (7) | 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
16237 BRKEY
16063 NBI No.
16063 On Under
1 Structure No.
2642T2240 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1301 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR NO.17.57 Sufficiency
66.4 Kind Hwy
4 Level Service
1 Route No.
E1301 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
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
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
152.887 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
31.8 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
1604 Max Measured Clearance
1611 Min Measured Clearance
1605 NBI Rating
16063 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
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T2240 X H Index
98.8016 Latitude
35:07:50 Longitude
-97:50:10 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1301 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17.57 NBI Text
16063 Vault Link
http://plansrv1/bridgemaintvault/b16063 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.13055556 Longitude DD
-97.83611111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16237 x
-10891066.0699593 y
4181637.30738549 |
|||||||||||||||||||||||||||||||||||||
| 16062 | 1737T1847 X | 16062 | Cotton | CO. RD. E1790 | BAILEY B TP (I-44) UNDER | 1737T1900 X | 33ft.,2-43ft.,33ft. I-BM S | 1964 | 34.41981667 | -98.40925 | 153.871 | 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) | 60 | 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) | X | 3940 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16236 BRKEY
16062 NBI No.
16062 On Under
1 Structure No.
1737T1847 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1790 Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
T.P.BR NO 6.35 Sufficiency
60 Kind Hwy
4 Level Service
1 Route No.
E1790 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 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
3940 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
153.871 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
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
49.053 HS Inv. Rating Method
1 HS Inv. Method
28.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6304 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1604 Min Measured Clearance
1602 NBI Rating
16062 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
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1900 X H Index
91.1611 Latitude
34:25:11.34 Longitude
-98:24:33.3 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1790 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06.35 NBI Text
16062 Vault Link
http://plansrv1/bridgemaintvault/b16062 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
34.41981667 Longitude DD
-98.40925 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16236 x
-10954867.599348 y
4085313.41611563 |
|||||||||||||||||||||||||||||||||||||
| 15968 | 2405 1199 X | 15968 | Garfield | U.S. 60 / U.S. 64 | CREEK | 2405 1199 X | (13ft.-17ft.-13ft.) X12ft. X 44ft. RCB W/ PARAPET RAILS & 4ft. CURTAIN WALLS | 1964 | 36.56006111 | -97.87281944 | 45 | 46.001 | — | 3 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16235 BRKEY
15968 NBI No.
15968 On Under
1 Structure No.
2405 1199 X Control No.
005 Lane Ind.
Milepoint
11990 Facility Carried
U.S. 60 / U.S. 64 Feature Intersected
CREEK Division
04 County
047 Location
12 MI N JCT US 412 Sufficiency
86.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
4000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.714 HS Inv. Rating Method
1 HS Inv. Method
38.14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2042 Bypass Detour
34 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15968 ODOT County
24 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
(13ft.-17ft.-13ft.) X12ft. X 44ft. RCB W/ PARAPET RAILS & 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2405 1199 X H Index
96.0933 Latitude
36:33:36.22 Longitude
-97:52:22.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60, 64, & 81 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15968 Vault Link
http://plansrv1/bridgemaintvault/b15968 GIS FO/SD
Meets Standards H Inv. Method
18.519 Latitude DD
36.56006111 Longitude DD
-97.87281944 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16235 x
-10895152.4225628 y
4377961.10620148 |
|||||||||||||||||||||||||||||||||||||
| 15967 | 6104 1188 X | 15967 | Pittsburg | U.S. 69 | LITTLE GIBSON CREEK | 6104 1188 X | (13ft. - 17ft. - 13ft.) X 10ft. X 228ft. RCB | 1964 | 35.16111389 | -95.65500833 | 45 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 15200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
16234 BRKEY
15967 NBI No.
15967 On Under
1 Structure No.
6104 1188 X Control No.
004 Lane Ind.
Milepoint
11880 Facility Carried
U.S. 69 Feature Intersected
LITTLE GIBSON CREEK Division
02 County
121 Location
11.88 N JCT SH 113 Sufficiency
69.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
15200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
26 Appr. Roadway Width
87.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24320 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15967 ODOT County
61 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. - 13ft.) X 10ft. X 228ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 1188 X H Index
96.6537 Latitude
35:09:40.01 Longitude
-95:39:18.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
030 NBI Text
15967 Vault Link
http://plansrv1/bridgemaintvault/b15967 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.16111389 Longitude DD
-95.65500833 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16234 x
-10648266.8191219 y
4185797.49036195 |
|||||||||||||||||||||||||||||||||||||
| 15966 | 6528 1070 X | 15966 | Roger Mills | S.H. 47 | CREEK | 6528 1070 X | (12ft.-14ft.-12ft.)X 13ft.X 50ft. RDY. R.C.B. | 1964 | 35.81643333 | -99.53396944 | 47.9 | 52.001 | — | 3 | 30 | 2 | 50 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16233 BRKEY
15966 NBI No.
15966 On Under
1 Structure No.
6528 1070 X Control No.
028 Lane Ind.
Milepoint
10700 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
129 Location
11 MI E JCT U.S. 283 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
50 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
960 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
52.001 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
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
1536 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15966 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 13ft.X 50ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6528 1070 X H Index
89.77 Latitude
35:48:59.16 Longitude
-99:32:02.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15966 Vault Link
http://plansrv1/bridgemaintvault/b15966 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.81643333 Longitude DD
-99.53396944 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16233 x
-11080070.794694 y
4275392.19016361 |
|||||||||||||||||||||||||||||||||||||
| 15965 | 4607 0819SX | 15965 | McIntosh | I-40 EB | SOUTH CREEK | 4607 0819SX | (13ft. - 17ft. - 13ft.) X 10ft. X 182ft. LONG RCB | 1964 | 35.449775 | -95.736175 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | 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 | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16232 BRKEY
15965 NBI No.
15965 On Under
1 Structure No.
4607 0819SX Control No.
007 Lane Ind.
S Milepoint
08190 Facility Carried
I-40 EB Feature Intersected
SOUTH CREEK Division
01 County
091 Location
8.2 E OKMULGEE C/L Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
5800 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
22 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15965 ODOT County
46 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
(13ft. - 17ft. - 13ft.) X 10ft. X 182ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 0819SX H Index
99.3958 Latitude
35:26:59.19 Longitude
-95:44:10.23 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-0819S NBI Text
15965 Vault Link
http://plansrv1/bridgemaintvault/b15965 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.449775 Longitude DD
-95.736175 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16232 x
-10657302.2514957 y
4225173.00558962 |
|||||||||||||||||||||||||||||||||||||
| 15964 | 4607 0819NX | 15964 | McIntosh | I-40 WB | SOUTH CREEK | 4607 0819NX | (13ft.-17ft.-13ft.) X 10ft. X 171ft. RCB, 3ft. ADDITIONAL CURTAIN WALL | 1964 | 35.45109444 | -95.73611667 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | 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 | 5950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16231 BRKEY
15964 NBI No.
15964 On Under
1 Structure No.
4607 0819NX Control No.
007 Lane Ind.
N Milepoint
08190 Facility Carried
I-40 WB Feature Intersected
SOUTH CREEK Division
01 County
091 Location
8.2 E OKMULGEE C/L Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
5950 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
20 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15964 ODOT County
46 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
(13ft.-17ft.-13ft.) X 10ft. X 171ft. RCB, 3ft. ADDITIONAL CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 0819NX H Index
100 Latitude
35:27:03.94 Longitude
-95:44:10.02 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-0819N NBI Text
15964 Vault Link
http://plansrv1/bridgemaintvault/b15964 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.45109444 Longitude DD
-95.73611667 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16231 x
-10657295.7582298 y
4225353.31030555 |
|||||||||||||||||||||||||||||||||||||
| 15872 | 4403R0111EX | 15872 | McClain | I-44 | S. CANADIAN RIVER | 4403R0111EX | 4(4-100ft. CONT.)2-60ft. | 1963 | 35.30206944 | -97.59899167 | 1727.034 | 32.999 | — | 16 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 36 | Poor (4) | Critical (2) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 21330 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16229 BRKEY
15872 NBI No.
15872 On Under
1 Structure No.
4403R0111EX Control No.
003 Lane Ind.
E Milepoint
01110 Facility Carried
I-44 Feature Intersected
S. CANADIAN RIVER Division
03 County
087 Location
MC CLAIN&CLEVELAND CL Sufficiency
36 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1963 ADT Total
21330 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
16 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1727.034 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.
9 Deck Rating
2 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
13000 Future ADT Year
2017 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15872 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
4(4-100ft. CONT.)2-60ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4403R0111EX H Index
100 Latitude
35:18:07.45 Longitude
-97:35:56.37 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15872 Vault Link
http://plansrv1/bridgemaintvault/b15872 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
35.30206944 Longitude DD
-97.59899167 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16229 x
-10864670.0546413 y
4205007.32191076 |
|||||||||||||||||||||||||||||||||||||
| 15871 | 5422 0233SX | 15871 | Okfuskee | I-40 E.B. | N. CANADIAN RIVER | 5422 0233SX | 60ft.-4(4-100ft. CONT.) | 1963 | 35.39560556 | -96.39723056 | 1666.995 | 40 | — | 17 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16228 BRKEY
15871 NBI No.
15871 On Under
1 Structure No.
5422 0233SX Control No.
022 Lane Ind.
S Milepoint
02330 Facility Carried
I-40 E.B. Feature Intersected
N. CANADIAN RIVER Division
03 County
107 Location
2.5 MI E SEMINOLE CO Sufficiency
78.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
1963 ADT Total
7050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
17 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1666.995 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 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
15871 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-4(4-100ft. CONT.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0233SX H Index
92.5474 Latitude
35:23:44.18 Longitude
-96:23:50.03 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15871 Vault Link
http://plansrv1/bridgemaintvault/b15871 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.39560556 Longitude DD
-96.39723056 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16228 x
-10730890.619821 y
4217773.16840083 |
|||||||||||||||||||||||||||||||||||||
| 15870 | 5422 0233NX | 15870 | Okfuskee | I-40 W.B. | N. CANADIAN RIVER | 5422 0233NX | 60ft.-4(4-100ft. CONT.) | 1963 | 35.39595278 | -96.39745833 | 1666.995 | 40 | — | 17 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16227 BRKEY
15870 NBI No.
15870 On Under
1 Structure No.
5422 0233NX Control No.
022 Lane Ind.
N Milepoint
02330 Facility Carried
I-40 W.B. Feature Intersected
N. CANADIAN RIVER Division
03 County
107 Location
2.5 MI E SEMINOLE CO Sufficiency
78.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
1963 ADT Total
7450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
17 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1666.995 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 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
15870 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-4(4-100ft. CONT.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0233NX H Index
93.3032 Latitude
35:23:45.43 Longitude
-96:23:50.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15870 Vault Link
http://plansrv1/bridgemaintvault/b15870 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.39595278 Longitude DD
-96.39745833 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16227 x
-10730915.9750614 y
4217820.58468384 |
|||||||||||||||||||||||||||||||||||||
| 15869 | 4908 0902 X | 15869 | Mayes | S.H. 20 | GRAND RIVER | 4908 0902 X | 98.4ft.-10(100ft.)-100.9ft. TYPE IV PCB SPANS W/51.18ft. CLR.RDY., 5.78ft. SIDEWALK LT. & RT. W/ TR-3 AND PEDESTRIAN RAILS | 1963 | 36.294317 | -95.1658 | 1200 | 66 | — | 12 | 0 | 4 | 52 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67 | Satisfactory (6) | Fair (5) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16226 BRKEY
15869 NBI No.
15869 On Under
1 Structure No.
4908 0902 X Control No.
008 Lane Ind.
Milepoint
09020 Facility Carried
S.H. 20 Feature Intersected
GRAND RIVER Division
08 County
097 Location
1.0 MI W JCT SH 82 Sufficiency
67 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1963 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
52 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1200 Deck Width
66 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
5 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
120 HS Inv. Rating Method
1 HS Inv. Method
58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15869 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
6 Rt. Curb SW
6 Description
98.4ft.-10(100ft.)-100.9ft. TYPE IV PCB SPANS W/51.18ft. CLR.RDY., 5.78ft. SIDEWALK LT. & RT. W/ TR-3 AND PEDESTRIAN RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4908 0902 X H Index
96.9012 Latitude
36:17:39.54 Longitude
-95:09:56.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15869 Vault Link
http://plansrv1/bridgemaintvault/b15869 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.294317 Longitude DD
-95.1658 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16226 x
-10593808.3969345 y
4341194.87541463 |
|||||||||||||||||||||||||||||||||||||
| 15868 | 5906 2183 X | 15868 | Pawnee | U.S. 64 | ARKANSAS RIVER | 5906 2183 X | 6-166ft. PLATE GIRDER | 1963 | 36.183714 | -96.268389 | 996 | 65 | — | 6 | 0 | 4 | 62 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72 | 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 | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16225 BRKEY
15868 NBI No.
15868 On Under
1 Structure No.
5906 2183 X Control No.
006 Lane Ind.
Milepoint
21830 Facility Carried
U.S. 64 Feature Intersected
ARKANSAS RIVER Division
08 County
117 Location
OSAGE-PAWNEE C/L Sufficiency
72 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 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
1963 ADT Total
16000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
62 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
36 Span Type Main
M Material
3 - Steel Design
02 Length
996 Deck Width
65 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.6 HS Inv. Rating Method
1 HS Inv. Method
44.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25600 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15868 ODOT County
59 Nav. Control
1 Nav. HC
160 Lft. Br. Nav. Cl.
0 Nav. VC
36 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-166ft. PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5906 2183 X H Index
95.6516 Latitude
36:11:01.37 Longitude
-96:16:06.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15868 Vault Link
http://plansrv1/bridgemaintvault/b15868 GIS FO/SD
Meets Standards H Inv. Method
24.8 Latitude DD
36.183714 Longitude DD
-96.268389 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16225 x
-10716548.0429688 y
4325929.66903576 |
|||||||||||||||||||||||||||||||||||||
| 15867 | 3704 0680EX | 15867 | Kingfisher | U.S. 81 | CIMARRON RIVER | 3704 0680EX | 2(4-100ft. CONT.)3-70ft. | 1963 | 35.95111111 | -97.91448889 | 1015.092 | 33 | — | 8 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.4 | Fair (5) | Satisfactory (6) | Fair (5) | 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
16224 BRKEY
15867 NBI No.
15867 On Under
1 Structure No.
3704 0680EX Control No.
004 Lane Ind.
E Milepoint
06800 Facility Carried
U.S. 81 Feature Intersected
CIMARRON RIVER Division
04 County
073 Location
6.9 MI N JCT SH 33 Sufficiency
66.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1963 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1015.092 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
0.1 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
15867 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT.)3-70ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3704 0680EX H Index
73.8036 Latitude
35:57:04 Longitude
-97:54:52.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15867 Vault Link
http://plansrv1/bridgemaintvault/b15867 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.95111111 Longitude DD
-97.91448889 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16224 x
-10899791.0445184 y
4293896.41967182 |
|||||||||||||||||||||||||||||||||||||
| 16155 | 2642T1148 X | 16155 | Grady | CO. RD. N2830 | BAILEY A TP (I-44) UNDER | 2642T1120 X | 53ft.,2-71ft.,59ft. I-BM S | 1964 | 35.00944444 | -97.9525 | 255.906 | 28.999 | — | 4 | 53 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.8 | Satisfactory (6) | Satisfactory (6) | Good (7) | 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
16223 BRKEY
16155 NBI No.
16155 On Under
1 Structure No.
2642T1148 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2830 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR.NO.28.58 Sufficiency
72.8 Kind Hwy
4 Level Service
1 Route No.
N2830 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 20 Skew
53 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
255.906 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
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
6 HS Operating Rating Method
1 HS Operating Rating
93.2 HS Inv. Rating Method
1 HS Inv. Method
55.8 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
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1709 Min Measured Clearance
1606 NBI Rating
16155 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
53ft.,2-71ft.,59ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1120 X H Index
89.1052 Latitude
35:00:34 Longitude
-97:57:09 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2830 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28.58 NBI Text
16155 Vault Link
http://plansrv1/bridgemaintvault/b16155 GIS FO/SD
FO H Inv. Method
43.6 Latitude DD
35.00944444 Longitude DD
-97.9525 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16223 x
-10904022.4219281 y
4165164.67981534 |
|||||||||||||||||||||||||||||||||||||
| 16154 | 3928R0830 X | 16154 | Latimer | S.H. 82 | FOURCHE MALINE CREEK | 3928 0830 X | (3) 30ft. RC beam - 60ft. I-beam - (3) 30ft. RC beam | 1964 | 34.90541111 | -95.08589722 | 242.001 | 24.701 | — | 1 | 0 | 2 | 22.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 43.3 | 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) | B | 730 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
16222 BRKEY
16154 NBI No.
16154 On Under
1 Structure No.
3928R0830 X Control No.
028 Lane Ind.
Milepoint
08300 Facility Carried
S.H. 82 Feature Intersected
FOURCHE MALINE CREEK Division
02 County
077 Location
7.97 NW LE FLORE C/L Sufficiency
43.3 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.7 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
730 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
242.001 Deck Width
24.701 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
99.98 HS Inv. Rating Method
2 HS Inv. Method
17.857 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1168 Future ADT Year
2029 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
223145 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
16154 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 30ft. RC beam - 60ft. I-beam - (3) 30ft. RC beam Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3928 0830 X H Index
92.9843 Latitude
34:54:19.48 Longitude
-95:05:09.23 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
064 NBI Text
16154 Vault Link
http://plansrv1/bridgemaintvault/b16154 GIS FO/SD
Meets Standards H Inv. Method
13.889 Latitude DD
34.90541111 Longitude DD
-95.08589722 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16222 x
-10584913.6601519 y
4151034.30971462 |
|||||||||||||||||||||||||||||||||||||
| 16153 | 6823R0284SX | 16153 | Sequoyah | I-40 | LITTLE SALLISAW CREEK | 6823 0284SX | (3) 80ft. I-BEAM SK 45° | 1964 | 35.45068889 | -94.75573611 | 242.999 | 32.999 | — | 3 | 45 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9250 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
16221 BRKEY
16153 NBI No.
16153 On Under
1 Structure No.
6823R0284SX Control No.
023 Lane Ind.
S Milepoint
02840 Facility Carried
I-40 Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
2.84 E JCT US-59 Sufficiency
46 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
9250 ADT Year
2017 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
242.999 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
51.85 HS Inv. Rating Method
1 HS Inv. Method
31.05 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14800 Future ADT Year
2037 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16153 ODOT County
68 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
(3) 80ft. I-BEAM SK 45° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0284SX H Index
68.3786 Latitude
35:27:02.48 Longitude
-94:45:20.65 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0284S NBI Text
16153 Vault Link
http://plansrv1/bridgemaintvault/b16153 GIS FO/SD
SD H Inv. Method
23.05 Latitude DD
35.45068889 Longitude DD
-94.75573611 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16221 x
-10548160.293507 y
4225297.89058752 |
|||||||||||||||||||||||||||||||||||||
| 16152 | 6823R0284NX | 16152 | Sequoyah | I-40 | LITTLE SALLISAW CREEK | 6823 0284NX | (3) 80ft. I-BEAM SK 44° | 1964 | 35.450967 | -94.754561 | 242.999 | 45 | — | 3 | 45 | 3 | 42.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.9 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9900 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
16220 BRKEY
16152 NBI No.
16152 On Under
1 Structure No.
6823R0284NX Control No.
023 Lane Ind.
N Milepoint
02840 Facility Carried
I-40 Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
2.84 E JCT US-59 Sufficiency
65.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.001 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
9900 ADT Year
2019 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
242.999 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
85.209 HS Inv. Rating Method
1 HS Inv. Method
51.147 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2039 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16152 ODOT County
68 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
(3) 80ft. I-BEAM SK 44° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0284NX H Index
64.4683 Latitude
35:27:03.48 Longitude
-94:45:16.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0284N NBI Text
16152 Vault Link
http://plansrv1/bridgemaintvault/b16152 GIS FO/SD
SD H Inv. Method
37.92 Latitude DD
35.450967 Longitude DD
-94.754561 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16220 x
-10548029.4808602 y
4225335.89518763 |
|||||||||||||||||||||||||||||||||||||
| 16150 | 2642T1360 X | 16150 | Grady | BAILEY A TP (I-44) | UP R.R. UNDER | 2642T1320 X | 53ft.,2-62ft.,53ft. I-BM S | 1964 | 35.028119 | -97.925433 | 233.924 | 73.999 | — | 4 | 18 | 4 | 67.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | W | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16218 BRKEY
16150 NBI No.
16150 On Under
1 Structure No.
2642T1360 X Control No.
042 Lane Ind.
Milepoint
13600 Facility Carried
BAILEY A TP (I-44) Feature Intersected
UP R.R. UNDER Division
07 County
051 Location
T.P.BR.NO.26.46 Sufficiency
90.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
33.501 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
19300 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
4 Road Width
67.001 Ref. Underclearance Rt.
R Underclearance Right
19.003 Underclearance Left
19.003 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
233.924 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88.6 HS Inv. Rating Method
1 HS Inv. Method
53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 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
9999 Max Measured Clearance
2700 Min Measured Clearance
2311 NBI Rating
16150 ODOT County
26 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft.,2-62ft.,53ft. I-BM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1320 X H Index
100 Latitude
35:01:41.23 Longitude
-97:55:31.56 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26.46 NBI Text
16150 Vault Link
http://plansrv1/bridgemaintvault/b16150 GIS FO/SD
Meets Standards H Inv. Method
41.6 Latitude DD
35.028119 Longitude DD
-97.925433 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16218 x
-10901009.3372708 y
4167703.06071885 |
|||||||||||||||||||||||||||||||||||||
| 16061 | 1737T1348 X | 16061 | Cotton | CO. RD. E1840 | BAILEY B TP (I-44) UNDER | 1737T1390 X | 34ft.,2-43ft.,34ft. I-BM S | 1964 | 34.34758889 | -98.40946389 | 153.871 | 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) | 62.1 | 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
16217 BRKEY
16061 NBI No.
16061 On Under
1 Structure No.
1737T1348 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1840 Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
T.P.NO 11.33 Sufficiency
62.1 Kind Hwy
4 Level Service
1 Route No.
E1390 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 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
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
6.201 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
153.871 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
47.951 HS Inv. Rating Method
1 HS Inv. Method
28.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5904 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1707 Max Measured Clearance
1801 Min Measured Clearance
1707 NBI Rating
16061 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
34ft.,2-43ft.,34ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1390 X H Index
95.9428 Latitude
34:20:51.32 Longitude
-98:24:34.07 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1840 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.33 NBI Text
16061 Vault Link
http://plansrv1/bridgemaintvault/b16061 GIS FO/SD
FO H Inv. Method
18.96 Latitude DD
34.34758889 Longitude DD
-98.40946389 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16217 x
-10954891.4094738 y
4075570.76201286 |
|||||||||||||||||||||||||||||||||||||
| 16060 | 1651T1070 X | 16060 | Comanche | CO. RD. N2666 | BAILEY A TP (I-44) UNDER | 1651T1070 X | 34ft.,2-42.5ft.,34ft. I-BM | 1964 | 34.81046667 | -98.24718056 | 155.84 | 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) | 65.6 | 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
16216 BRKEY
16060 NBI No.
16060 On Under
1 Structure No.
1651T1070 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2666 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
031 Location
T.P.BR.NO 50.54 Sufficiency
65.6 Kind Hwy
4 Level Service
1 Route No.
N2666 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.2 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
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
155.84 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
51.6 HS Inv. Rating Method
1 HS Inv. Method
30.9 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
1607 Max Measured Clearance
1702 Min Measured Clearance
1607 NBI Rating
16060 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
34ft.,2-42.5ft.,34ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T1070 X H Index
91.0088 Latitude
34:48:37.68 Longitude
-98:14:49.85 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2666 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50.54 NBI Text
16060 Vault Link
http://plansrv1/bridgemaintvault/b16060 GIS FO/SD
FO H Inv. Method
20.2 Latitude DD
34.81046667 Longitude DD
-98.24718056 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16216 x
-10936826.111814 y
4138154.05868395 |
|||||||||||||||||||||||||||||||||||||
| 16059 | 6104 0960 X | 16059 | Pittsburg | CROWDER RD. | U.S. 69 UNDER | 6104 0960 X | 37ft. - (2) 45ft. - 30ft. CONTINUOUS CONCRETE SLAB | 1964 | 35.13133056 | -95.67253333 | 159.121 | 32.999 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16215 BRKEY
16059 NBI No.
16059 On Under
1 Structure No.
6104 0960 X Control No.
Lane Ind.
Milepoint
Facility Carried
CROWDER RD. Feature Intersected
U.S. 69 UNDER Division
02 County
121 Location
9.6 N JCT SH 113 Sufficiency
88.8 Kind Hwy
4 Level Service
1 Route No.
00000 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
1964 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
9.416 Underclearance Left
7.415 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
159.121 Deck Width
32.999 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.6 HS Inv. Rating Method
1 HS Inv. Method
25.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1809 Min Measured Clearance
1701 NBI Rating
16059 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft. - (2) 45ft. - 30ft. CONTINUOUS CONCRETE SLAB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 0960 X H Index
82.4933 Latitude
35:07:52.79 Longitude
-95:40:21.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
CROWDER RD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
029 NBI Text
16059 Vault Link
http://plansrv1/bridgemaintvault/b16059 GIS FO/SD
Meets Standards H Inv. Method
14.2 Latitude DD
35.13133056 Longitude DD
-95.67253333 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16215 x
-10650217.6931981 y
4181742.79587264 |
|||||||||||||||||||||||||||||||||||||
| 16058 | 1651T0800 X | 16058 | Comanche | CO. RD. E1530 | BAILEY A TP (I-44) UNDER | 1651T0800 X | 35ft.,2-42.5ft.,35ft. I-BM | 1964 | 34.79604722 | -98.29109722 | 157.152 | 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) | 55.4 | 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
16214 BRKEY
16058 NBI No.
16058 On Under
1 Structure No.
1651T0800 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1530 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
031 Location
T P BR NO 53.18 Sufficiency
55.4 Kind Hwy
4 Level Service
1 Route No.
E1530 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
0 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
157.152 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
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
48.8 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
22.990734 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
1705 Min Measured Clearance
1609 NBI Rating
16058 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
35ft.,2-42.5ft.,35ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T0800 X H Index
88.5288 Latitude
34:47:45.77 Longitude
-98:17:27.95 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1530 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
53.18 NBI Text
16058 Vault Link
http://plansrv1/bridgemaintvault/b16058 GIS FO/SD
FO H Inv. Method
19.2 Latitude DD
34.79604722 Longitude DD
-98.29109722 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16214 x
-10941714.8920425 y
4136199.20170569 |
|||||||||||||||||||||||||||||||||||||
| 16057 | 1737T0740 X | 16057 | Cotton | CO. RD. E1899 | BAILEY B TP (I-44) UNDER | 1737T0750 X | 33ft.,2-43ft.,33ft. I-BM S | 1964 | 34.26193056 | -98.43411944 | 153.871 | 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) | 62.1 | 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) | X | 3690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16213 BRKEY
16057 NBI No.
16057 On Under
1 Structure No.
1737T0740 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1899 Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
T.P.BR.NO.17.41 Sufficiency
62.1 Kind Hwy
4 Level Service
1 Route No.
E1899 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
0 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
153.871 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
49.053 HS Inv. Rating Method
1 HS Inv. Method
28.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5904 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1609 Min Measured Clearance
1606 NBI Rating
16057 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
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0750 X H Index
88.5082 Latitude
34:15:42.95 Longitude
-98:26:02.83 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1899 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17.41 NBI Text
16057 Vault Link
http://plansrv1/bridgemaintvault/b16057 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
34.26193056 Longitude DD
-98.43411944 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16213 x
-10957636.0527451 y
4064027.36108994 |
|||||||||||||||||||||||||||||||||||||
| 16056 | 6104 0712 X | 16056 | Pittsburg | ROCK CREEK RD | U.S. 69 UNDER | 6104 0712 X | 31ft. - (2) 45ft. - 31ft. CONTINUOUS CONCRETE SLAB | 1964 | 35.10138889 | -95.69638889 | 153.871 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.8 | Fair (5) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16212 BRKEY
16056 NBI No.
16056 On Under
1 Structure No.
6104 0712 X Control No.
Lane Ind.
Milepoint
Facility Carried
ROCK CREEK RD Feature Intersected
U.S. 69 UNDER Division
02 County
121 Location
7.12 N JCT SH 113 Sufficiency
84.8 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 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
1964 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
7.001 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
153.871 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.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.809 HS Inv. Rating Method
1 HS Inv. Method
22.708 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1708 Min Measured Clearance
1611 NBI Rating
16056 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
31ft. - (2) 45ft. - 31ft. CONTINUOUS CONCRETE SLAB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 0712 X H Index
83.4128 Latitude
35:06:05 Longitude
-95:41:47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
ROCK CREEK RD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
026 NBI Text
16056 Vault Link
http://plansrv1/bridgemaintvault/b16056 GIS FO/SD
Meets Standards H Inv. Method
17.417 Latitude DD
35.10138889 Longitude DD
-95.69638889 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16212 x
-10652873.2819899 y
4177668.0396278 |
|||||||||||||||||||||||||||||||||||||
| 15962 | 2642T0670 X | 15962 | Grady | BAILEY A TP (I-44) | CREEK | 2642T0670 X | (12ft.-14ft.-12ft.) X 10ft. X 213ft. CL. RDY. RC BOX | 1964 | 34.96010833 | -98.00731111 | 46.201 | 215 | — | 3 | 30 | 4 | 212.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.5 | 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) | W | 10400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16211 BRKEY
15962 NBI No.
15962 On Under
1 Structure No.
2642T0670 X Control No.
042 Lane Ind.
Milepoint
06700 Facility Carried
BAILEY A TP (I-44) Feature Intersected
CREEK Division
07 County
051 Location
T.P BR. NO.33.16 Sufficiency
93.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
10400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
212.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.201 Deck Width
215 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
1 HS Operating Rating
63.3 HS Inv. Rating Method
1 HS Inv. Method
37.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16640 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
15962 ODOT County
26 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
(12ft.-14ft.-12ft.) X 10ft. X 213ft. CL. RDY. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T0670 X H Index
99.67 Latitude
34:57:36.39 Longitude
-98:00:26.32 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
33.16 NBI Text
15962 Vault Link
http://plansrv1/bridgemaintvault/b15962 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
34.96010833 Longitude DD
-98.00731111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16211 x
-10910123.9667831 y
4158461.34602118 |
|||||||||||||||||||||||||||||||||||||
| 15961 | 5704 0462 X | 15961 | Osage | U.S. 60 | LITTLE CHIEF CREEK | 5704 0462 X | (13ft.-17ft.-13ft.) X 14ft. | 1964 | 36.68057222 | -96.60746111 | 46.916 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16210 BRKEY
15961 NBI No.
15961 On Under
1 Structure No.
5704 0462 X Control No.
004 Lane Ind.
Milepoint
04620 Facility Carried
U.S. 60 Feature Intersected
LITTLE CHIEF CREEK Division
08 County
113 Location
4.6 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
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
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
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
15961 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
(13ft.-17ft.-13ft.) X 14ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5704 0462 X H Index
96.2099 Latitude
36:40:50.06 Longitude
-96:36:26.86 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
15961 Vault Link
http://plansrv1/bridgemaintvault/b15961 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.68057222 Longitude DD
-96.60746111 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16210 x
-10754293.3775962 y
4394675.7089773 |
|||||||||||||||||||||||||||||||||||||
| 15960 | 1806 0327 X | 15960 | Craig | U.S. 60 | CREEK | 1806 0327 X | (12ft.-14ft.-12ft.) X 8ft. X 128ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1964 | 36.62662778 | -95.17873333 | 41.01 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16209 BRKEY
15960 NBI No.
15960 On Under
1 Structure No.
1806 0327 X Control No.
006 Lane Ind.
Milepoint
03270 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
035 Location
3.5 MI E JCT SH 66 Sufficiency
66.8 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
7400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
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
11840 Future ADT Year
2042 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15960 ODOT County
18 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
(12ft.-14ft.-12ft.) X 8ft. X 128ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1806 0327 X H Index
83.9231 Latitude
36:37:35.86 Longitude
-95:10:43.44 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
15960 Vault Link
http://plansrv1/bridgemaintvault/b15960 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.62662778 Longitude DD
-95.17873333 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16209 x
-10595248.1286444 y
4387190.51357053 |
|||||||||||||||||||||||||||||||||||||
| 15959 | 0542 0323 X | 15959 | Beckham | S.H. 6 | CREEK | 0542 0323 X | (12ft.-14ft.-12ft.)X11ft.X76ft. RDY. R.C.B. | 1964 | 35.40693056 | -99.59826944 | 41.995 | 78.002 | — | 3 | 0 | 2 | 76.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16208 BRKEY
15959 NBI No.
15959 On Under
1 Structure No.
0542 0323 X Control No.
042 Lane Ind.
Milepoint
03230 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
3.2 MI E JCT U.S. 283 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
76.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
76.001 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
41.995 Deck Width
78.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
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
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
15959 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
(12ft.-14ft.-12ft.)X11ft.X76ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0542 0323 X H Index
97.69 Latitude
35:24:24.95 Longitude
-99:35:53.77 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
15959 Vault Link
http://plansrv1/bridgemaintvault/b15959 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.40693056 Longitude DD
-99.59826944 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16208 x
-11087228.6379521 y
4219319.81307802 |
|||||||||||||||||||||||||||||||||||||
| 15958 | 3516 0075 X | 15958 | Johnston | S.H. 22 | SAND CREEK | 3516 0075 X | (12ft.-14ft.-12ft.)X14ft.X59 | 1964 | 34.23931389 | -96.73864722 | 48.885 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16207 BRKEY
15958 NBI No.
15958 On Under
1 Structure No.
3516 0075 X Control No.
016 Lane Ind.
Milepoint
00750 Facility Carried
S.H. 22 Feature Intersected
SAND CREEK Division
03 County
069 Location
.8 MI E JCT SH 1 Sufficiency
90.7 Kind Hwy
3 Level Service
1 Route No.
00022 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35.761 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
4100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
48.885 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
6560 Future ADT Year
2042 Bypass Detour
26.718961 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
15958 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X14ft.X59 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3516 0075 X H Index
94.9708 Latitude
34:14:21.53 Longitude
-96:44:19.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 22 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15958 Vault Link
http://plansrv1/bridgemaintvault/b15958 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.23931389 Longitude DD
-96.73864722 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16207 x
-10768896.9485605 y
4060981.4790928 |
|||||||||||||||||||||||||||||||||||||
| 15866 | 5924R0182 X | 15866 | Pawnee | S.H. 99 | ARKANSAS RIVER | 5924 0182 X | 6-166ft. PLATE GIDER S | 1963 | 36.328728 | -96.454647 | 996 | 31 | — | 6 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4000 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
16205 BRKEY
15866 NBI No.
15866 On Under
1 Structure No.
5924R0182 X Control No.
024 Lane Ind.
Milepoint
01820 Facility Carried
S.H. 99 Feature Intersected
ARKANSAS RIVER Division
08 County
117 Location
PAWNEE OSAGE C/L Sufficiency
40 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1963 ADT Total
4000 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
996 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
81.3 HS Inv. Rating Method
1 HS Inv. Method
48.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2040 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15866 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
6-166ft. PLATE GIDER S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5924 0182 X H Index
76.4168 Latitude
36:19:43.42 Longitude
-96:27:16.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 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
15866 Vault Link
http://plansrv1/bridgemaintvault/b15866 GIS FO/SD
SD H Inv. Method
27 Latitude DD
36.328728 Longitude DD
-96.454647 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16205 x
-10737282.1886849 y
4345948.62490716 |
|||||||||||||||||||||||||||||||||||||
| 15865 | 6341 0269SX | 15865 | Pottawatomie | I-40 EB | N. CANADIAN RIVER | 6341 0269SX | PCB REHAB. | 1963 | 35.38904167 | -96.86196389 | 904 | 40 | — | 8 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16204 BRKEY
15865 NBI No.
15865 On Under
1 Structure No.
6341 0269SX Control No.
041 Lane Ind.
S Milepoint
02690 Facility Carried
I-40 EB Feature Intersected
N. CANADIAN RIVER Division
03 County
125 Location
2.8 MI E JCT SH 18 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
1963 ADT Total
9450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
904 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
75 HS Inv. Rating Method
1 HS Inv. Method
43.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15865 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
PCB REHAB. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0269SX H Index
98.5487 Latitude
35:23:20.55 Longitude
-96:51:43.07 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15865 Vault Link
http://plansrv1/bridgemaintvault/b15865 GIS FO/SD
Meets Standards H Inv. Method
29.8 Latitude DD
35.38904167 Longitude DD
-96.86196389 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16204 x
-10782624.4974712 y
4216876.84350686 |
|||||||||||||||||||||||||||||||||||||
| 15864 | 6341 0269NX | 15864 | Pottawatomie | I-40 WB | N. CANADIAN RIVER | 6341 0269NX | PC BEAMS REHAB. | 1963 | 35.38946389 | -96.86206944 | 904 | 40 | — | 8 | 0 | 2 | 38 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16203 BRKEY
15864 NBI No.
15864 On Under
1 Structure No.
6341 0269NX Control No.
041 Lane Ind.
N Milepoint
02690 Facility Carried
I-40 WB Feature Intersected
N. CANADIAN RIVER Division
03 County
125 Location
2.8 MI E JCT SH 18 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
1963 ADT Total
9500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
1 - Concrete Design
02 Length
904 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75 HS Inv. Rating Method
1 HS Inv. Method
43.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15864 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
PC BEAMS REHAB. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0269NX H Index
98.5233 Latitude
35:23:22.07 Longitude
-96:51:43.45 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15864 Vault Link
http://plansrv1/bridgemaintvault/b15864 GIS FO/SD
Meets Standards H Inv. Method
29.8 Latitude DD
35.38946389 Longitude DD
-96.86206944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16203 x
-10782636.2472435 y
4216934.49710662 |
|||||||||||||||||||||||||||||||||||||
| 15863 | 1935 0635 X | 15863 | Creek | S.H. 99 | CIMARRON RIVER | 1935 0635 X | 6-120ft. CONT. PLATE GIRDER SPANS WITH 2-18ft. SAFETY CURBS | 1963 | 36.09392778 | -96.57942778 | 763 | 31 | — | 6 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.5 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16202 BRKEY
15863 NBI No.
15863 On Under
1 Structure No.
1935 0635 X Control No.
035 Lane Ind.
Milepoint
06350 Facility Carried
S.H. 99 Feature Intersected
CIMARRON RIVER Division
08 County
037 Location
4.4 MI E S PAYNE C/L Sufficiency
64.5 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1963 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
763 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 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
3680 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15863 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
6-120ft. CONT. PLATE GIRDER SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1935 0635 X H Index
78.6701 Latitude
36:05:38.14 Longitude
-96:34:45.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15863 Vault Link
http://plansrv1/bridgemaintvault/b15863 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.09392778 Longitude DD
-96.57942778 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16202 x
-10751172.7215753 y
4313553.39843342 |
|||||||||||||||||||||||||||||||||||||
| 16149 | 1649 0331WX | 16149 | Comanche | I-44 | U.S. 281 BUS. UNDER | 1649 0331WX | 44ft.,2-71ft.,44ft. I-BM. SPANS SK.45 DEG. WITH 2-18ft. SAFETY CURBS | 1964 | 34.55371667 | -98.404775 | 232.94 | 35 | — | 4 | 45 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.3 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16199 BRKEY
16149 NBI No.
16149 On Under
1 Structure No.
1649 0331WX Control No.
049 Lane Ind.
W Milepoint
03310 Facility Carried
I-44 Feature Intersected
U.S. 281 BUS. UNDER Division
07 County
031 Location
3.3 MI.N. JCT. SH36 Sufficiency
66.3 Kind Hwy
1 Level Service
1 Route No.
00044 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
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
9.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
232.94 Deck Width
35 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
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1609 Min Measured Clearance
1508 NBI Rating
16149 ODOT County
16 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
0 Rt. Curb SW
0 Description
44ft.,2-71ft.,44ft. I-BM. SPANS SK.45 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0331WX H Index
91.6895 Latitude
34:33:13.38 Longitude
-98:24:17.19 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
108 NBI Text
16149 Vault Link
http://plansrv1/bridgemaintvault/b16149 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.55371667 Longitude DD
-98.404775 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16199 x
-10954369.4446267 y
4103397.20145199 |
|||||||||||||||||||||||||||||||||||||
| 16148 | 1649 0331EX | 16148 | Comanche | I-44 | U.S. 281 BUS. UNDER | 1649 0331EX | 44ft.,2-71ft.,44ft. I-BM. SPANS SK.45 DEG. WITH 2-18ft. SAFETY CURBS | 1964 | 34.55335 | -98.40477222 | 232.94 | 35 | — | 4 | 45 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.3 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16198 BRKEY
16148 NBI No.
16148 On Under
1 Structure No.
1649 0331EX Control No.
049 Lane Ind.
E Milepoint
03310 Facility Carried
I-44 Feature Intersected
U.S. 281 BUS. UNDER Division
07 County
031 Location
3.3 MI.N. JCT. SH 36 Sufficiency
66.3 Kind Hwy
1 Level Service
1 Route No.
00044 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
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
9.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
232.94 Deck Width
35 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
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1611 Min Measured Clearance
1606 NBI Rating
16148 ODOT County
16 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
0 Rt. Curb SW
0 Description
44ft.,2-71ft.,44ft. I-BM. SPANS SK.45 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0331EX H Index
91.3823 Latitude
34:33:12.06 Longitude
-98:24:17.18 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
107 NBI Text
16148 Vault Link
http://plansrv1/bridgemaintvault/b16148 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.55335 Longitude DD
-98.40477222 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16198 x
-10954369.1351585 y
4103347.64136779 |
|||||||||||||||||||||||||||||||||||||
| 16147 | 1651T1580 X | 16147 | Comanche | BAILEY A TP (I-44) | LITTLE WASHITA RIVER | 1651T1580 X | 65ft.,80ft.,65ft. CONT. I-BM SPANS | 1964 | 34.84953611 | -98.17416111 | 211.942 | 87.999 | — | 3 | 10 | 4 | 81.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | Good (7) | Good (7) | Good (7) | 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
16197 BRKEY
16147 NBI No.
16147 On Under
1 Structure No.
1651T1580 X Control No.
051 Lane Ind.
Milepoint
15800 Facility Carried
BAILEY A TP (I-44) Feature Intersected
LITTLE WASHITA RIVER Division
07 County
031 Location
T/P.BR.NO.45.47 Sufficiency
96.6 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
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
3 Road Width
81.001 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
211.942 Deck Width
87.999 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
7 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
7 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
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16147 ODOT County
16 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
65ft.,80ft.,65ft. CONT. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T1580 X H Index
100 Latitude
34:50:58.33 Longitude
-98:10:26.98 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
45.47 NBI Text
16147 Vault Link
http://plansrv1/bridgemaintvault/b16147 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
34.84953611 Longitude DD
-98.17416111 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16197 x
-10928697.623822 y
4143452.45542669 |
|||||||||||||||||||||||||||||||||||||
| 16146 | 6737 1376SX | 16146 | Seminole | I-40 | GAR CREEK | 6737 1376SX | 64ft.-80ft.-64ft. CONT. I-BM. SPANS | 1964 | 35.38014444 | -96.53393056 | 209.974 | 41.001 | — | 3 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.6 | Fair (5) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16196 BRKEY
16146 NBI No.
16146 On Under
1 Structure No.
6737 1376SX Control No.
037 Lane Ind.
S Milepoint
13760 Facility Carried
I-40 Feature Intersected
GAR CREEK Division
03 County
133 Location
13.8 MI E POTT CO Sufficiency
87.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
7550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.5 HS Inv. Rating Method
1 HS Inv. Method
25.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16146 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
64ft.-80ft.-64ft. CONT. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 1376SX H Index
88.8104 Latitude
35:22:48.52 Longitude
-96:32:02.15 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16146 Vault Link
http://plansrv1/bridgemaintvault/b16146 GIS FO/SD
Meets Standards H Inv. Method
14.1 Latitude DD
35.38014444 Longitude DD
-96.53393056 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16196 x
-10746107.9942124 y
4215662.0083345 |
|||||||||||||||||||||||||||||||||||||
| 16145 | 6737 1376NX | 16145 | Seminole | I-40 | GAR CREEK | 6737 1376NX | 64ft.-80ft.-64ft. CONT. I-BM. SPANS | 1964 | 35.3807 | -96.53409167 | 209.974 | 41.001 | — | 3 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.6 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16195 BRKEY
16145 NBI No.
16145 On Under
1 Structure No.
6737 1376NX Control No.
037 Lane Ind.
N Milepoint
13760 Facility Carried
I-40 Feature Intersected
GAR CREEK Division
03 County
133 Location
13.8 MI E POTT C/L Sufficiency
77.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
7650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.5 HS Inv. Rating Method
1 HS Inv. Method
25.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16145 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
64ft.-80ft.-64ft. CONT. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 1376NX H Index
91.0646 Latitude
35:22:50.52 Longitude
-96:32:02.73 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16145 Vault Link
http://plansrv1/bridgemaintvault/b16145 GIS FO/SD
Meets Standards H Inv. Method
14.1 Latitude DD
35.3807 Longitude DD
-96.53409167 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16195 x
-10746125.9288956 y
4215737.86103646 |
|||||||||||||||||||||||||||||||||||||
| 16144 | 6737R1804 X | 16144 | Seminole | S.H. 56 | I-40 UNDER | 6737 1804 X | 32ft.(2-74ft. CONT.)35ft. | 1964 | 35.38583333 | -96.45894167 | 217.848 | 31.001 | — | 2 | 10 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.1 | Serious (3) | Serious (3) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1000 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
16194 BRKEY
16144 NBI No.
16144 On Under
1 Structure No.
6737R1804 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 56 Feature Intersected
I-40 UNDER Division
03 County
133 Location
JCT SH 56 Sufficiency
23.1 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
1000 ADT Year
2005 Design Load
HS 20 Skew
10 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10.4 Underclearance Left
36.499 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
217.848 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
4 Sub Rating
3 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
74.075 HS Inv. Rating Method
1 HS Inv. Method
44.533 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2025 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16144 ODOT County
67 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.(2-74ft. CONT.)35ft. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6737 1804 X H Index
34.2636 Latitude
35:23:09 Longitude
-96:27:32.19 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 56 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16144 Vault Link
http://plansrv1/bridgemaintvault/b16144 GIS FO/SD
SD H Inv. Method
28.219 Latitude DD
35.38583333 Longitude DD
-96.45894167 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16194 x
-10737760.2691625 y
4216438.75865213 |
|||||||||||||||||||||||||||||||||||||
| 16055 | 6104 0407 X | 16055 | Pittsburg | COAL CREEK RD. | U.S. 69 UNDER | 6104 0407 X | 38ft. - (2) 50ft. - 38ft. CONTINUOUS CONCRETE SLAB SK 10° | 1964 | 35.05805556 | -95.70666667 | 171.201 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16193 BRKEY
16055 NBI No.
16055 On Under
1 Structure No.
6104 0407 X Control No.
Lane Ind.
Milepoint
Facility Carried
COAL CREEK RD. Feature Intersected
U.S. 69 UNDER Division
02 County
121 Location
4.07 N JCT SH 113 Sufficiency
93 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 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
1964 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.999 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.201 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.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 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
45.415 HS Inv. Rating Method
1 HS Inv. Method
27.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
2108 Min Measured Clearance
1702 NBI Rating
16055 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft. - (2) 50ft. - 38ft. CONTINUOUS CONCRETE SLAB SK 10° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 0407 X H Index
91.1344 Latitude
35:03:29 Longitude
-95:42:24 I257A
1 I257B
0 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
COAL CREEK RD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
025 NBI Text
16055 Vault Link
http://plansrv1/bridgemaintvault/b16055 GIS FO/SD
Meets Standards H Inv. Method
18.22 Latitude DD
35.05805556 Longitude DD
-95.70666667 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16193 x
-10654017.399226 y
4171773.46422478 |
|||||||||||||||||||||||||||||||||||||
| 16054 | 2642T0380 X | 16054 | Grady | CO. RD. E1440 | BAILEY A TP (I-44) UNDER | 2642T0380 X | 36ft.,2-42.5ft.,32ft. I-BM | 1964 | 34.92694444 | -98.03916667 | 154.856 | 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) | 66.4 | Good (7) | 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
16192 BRKEY
16054 NBI No.
16054 On Under
1 Structure No.
2642T0380 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1440 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR NO.36.09 Sufficiency
66.4 Kind Hwy
4 Level Service
1 Route No.
E1440 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
0 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
23.904 Span Type Main
M Material
3 - Steel Design
02 Length
154.856 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
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
31.8 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
1607 Max Measured Clearance
1801 Min Measured Clearance
1608 NBI Rating
16054 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
36ft.,2-42.5ft.,32ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T0380 X H Index
93.8499 Latitude
34:55:37 Longitude
-98:02:21 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1440 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36.09 NBI Text
16054 Vault Link
http://plansrv1/bridgemaintvault/b16054 GIS FO/SD
FO H Inv. Method
23 Latitude DD
34.92694444 Longitude DD
-98.03916667 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16192 x
-10913670.1115013 y
4153957.61182452 |
|||||||||||||||||||||||||||||||||||||
| 16053 | 4454T0360 X | 16053 | McClain | CO. RD. N3020 | BAILEY A TP (I-44) UNDER | 4454T0360 X | 34ft.,2-44ft.,34ft. I-BM S | 1964 | 35.27083333 | -97.61777778 | 159.121 | 23.002 | — | 4 | 15 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.6 | Good (7) | Satisfactory (6) | Good (7) | 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
16191 BRKEY
16053 NBI No.
16053 On Under
1 Structure No.
4454T0360 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3020 Feature Intersected
BAILEY A TP (I-44) UNDER Division
03 County
087 Location
T.P.BR.NO.01.72 Sufficiency
68.6 Kind Hwy
4 Level Service
1 Route No.
N3020 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 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
15 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
159.121 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
48.4 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1608 Min Measured Clearance
1605 NBI Rating
16053 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
34ft.,2-44ft.,34ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4454T0360 X H Index
91.3704 Latitude
35:16:15 Longitude
-97:37:04 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3020 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
01.72 NBI Text
16053 Vault Link
http://plansrv1/bridgemaintvault/b16053 GIS FO/SD
FO H Inv. Method
21.1 Latitude DD
35.27083333 Longitude DD
-97.61777778 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16191 x
-10866761.3148405 y
4200747.49366388 |
|||||||||||||||||||||||||||||||||||||
| 16052 | 1737T0215 X | 16052 | Cotton | CO. RD. N2520 | BAILEY B TP (I-44) UNDER | 1737T0210 X | 34ft.,2-43ft.,34ft. I-BM S | 1964 | 34.20113611 | -98.48471389 | 154.856 | 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) | 67.6 | Good (7) | Good (7) | 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
16190 BRKEY
16052 NBI No.
16052 On Under
1 Structure No.
1737T0215 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2520 Feature Intersected
BAILEY B TP (I-44) UNDER Division
07 County
033 Location
TP NO B 22.66 Sufficiency
67.6 Kind Hwy
4 Level Service
1 Route No.
N2520 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 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
0 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
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
154.856 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
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5904 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NO Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1700 Min Measured Clearance
1606 NBI Rating
16052 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
34ft.,2-43ft.,34ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0210 X H Index
88.725 Latitude
34:12:04.09 Longitude
-98:29:04.97 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2520 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.66 NBI Text
16052 Vault Link
http://plansrv1/bridgemaintvault/b16052 GIS FO/SD
FO H Inv. Method
20.9 Latitude DD
34.20113611 Longitude DD
-98.48471389 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16190 x
-10963268.201156 y
4055841.77281268 |
|||||||||||||||||||||||||||||||||||||
| 16051 | 1649T0000 X | 16051 | Comanche | BAILEY B TP (I-44) | S.H. 36 UNDER | 1649 0000 X | 32ft.,2-43ft.,33ft. CONT I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1964 | 34.507131 | -98.412633 | 154.856 | 97.999 | — | 4 | 0 | 6 | 92.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16189 BRKEY
16051 NBI No.
16051 On Under
1 Structure No.
1649T0000 X Control No.
049 Lane Ind.
Milepoint
00000 Facility Carried
BAILEY B TP (I-44) Feature Intersected
S.H. 36 UNDER Division
07 County
031 Location
SH 36 & I-44 JCT Sufficiency
91 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 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
4 Road Width
92.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
116.001 Span Type Main
M Material
3 - Steel Design
02 Length
154.856 Deck Width
97.999 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N 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
10080 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1706 Min Measured Clearance
1600 NBI Rating
16051 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.,2-43ft.,33ft. CONT I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0000 X H Index
98.2459 Latitude
34:30:25.67 Longitude
-98:24:45.48 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.03 NBI Text
16051 Vault Link
http://plansrv1/bridgemaintvault/b16051 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
34.507131 Longitude DD
-98.412633 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16189 x
-10955244.1931853 y
4097102.3070621 |
|||||||||||||||||||||||||||||||||||||
| 16050 | 6823 0977SX | 16050 | Sequoyah | I-40 EB | BIG SKIN BAYOU | 6823 0977SX | 40ft. - 60ft. - 40ft. I-BEAM | 1964 | 35.39400278 | -94.65562222 | 141.001 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16188 BRKEY
16050 NBI No.
16050 On Under
1 Structure No.
6823 0977SX Control No.
023 Lane Ind.
S Milepoint
09770 Facility Carried
I-40 EB Feature Intersected
BIG SKIN BAYOU Division
01 County
135 Location
3.2 W JCT US-64B Sufficiency
80.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
9250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.001 Deck Width
41.001 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
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.3 HS Inv. Rating Method
1 HS Inv. Method
35.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16050 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft. - 60ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0977SX H Index
75.6725 Latitude
35:23:38.41 Longitude
-94:39:20.24 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0977S NBI Text
16050 Vault Link
http://plansrv1/bridgemaintvault/b16050 GIS FO/SD
Meets Standards H Inv. Method
28.3 Latitude DD
35.39400278 Longitude DD
-94.65562222 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16188 x
-10537015.6662509 y
4217554.29578064 |
|||||||||||||||||||||||||||||||||||||
| 15953 | 6320 1781 X | 15953 | Pottawatomie | U.S. 177 | CREEK | 6320 1781 X | 3-10ft.X 10ft.X 63ft. RDY | 1964 | 35.22299167 | -96.92474722 | 39.042 | 62.992 | — | 3 | 30 | 2 | 43.963 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16184 BRKEY
15953 NBI No.
15953 On Under
1 Structure No.
6320 1781 X Control No.
020 Lane Ind.
Milepoint
17810 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
03 County
125 Location
2.6 MI S JCT SH 9 Sufficiency
94.8 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
62.992 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
94.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
4.97097 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
15953 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 63ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6320 1781 X H Index
94.752 Latitude
35:13:22.77 Longitude
-96:55:29.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15953 Vault Link
http://plansrv1/bridgemaintvault/b15953 GIS FO/SD
Meets Standards H Inv. Method
72.1 Latitude DD
35.22299167 Longitude DD
-96.92474722 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16184 x
-10789613.5057972 y
4194226.26449207 |
|||||||||||||||||||||||||||||||||||||
| 15952 | 6737 1747 X | 15952 | Seminole | I-40 | CREEK | 6737 1747 X | 3-10ft.X 10ft.X 223ft. RDY | 1964 | 35.38467778 | -96.46880278 | 34.121 | 225 | — | 3 | 0 | 4 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 63 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16183 BRKEY
15952 NBI No.
15952 On Under
1 Structure No.
6737 1747 X Control No.
037 Lane Ind.
Milepoint
17470 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
133 Location
17.4 MI E POTT. C/L Sufficiency
63 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
14800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
225 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
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 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
86.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23680 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15952 ODOT County
67 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
3-10ft.X 10ft.X 223ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 1747 X H Index
96.7287 Latitude
35:23:04.84 Longitude
-96:28:07.69 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15952 Vault Link
http://plansrv1/bridgemaintvault/b15952 GIS FO/SD
FO H Inv. Method
72.2 Latitude DD
35.38467778 Longitude DD
-96.46880278 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16183 x
-10738858.0029063 y
4216280.97760009 |
|||||||||||||||||||||||||||||||||||||
| 15951 | 6823 1691 X | 15951 | Sequoyah | I-40 | RABBIT CREEK | 6823 1691 X | (3) 10ft. X 10ft. X 156.1ft. LONG RCB SK 30° | 1964 | 35.40174167 | -94.53143611 | 39.301 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | 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 | 17900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16182 BRKEY
15951 NBI No.
15951 On Under
1 Structure No.
6823 1691 X Control No.
023 Lane Ind.
Milepoint
16910 Facility Carried
I-40 Feature Intersected
RABBIT CREEK Division
01 County
135 Location
0.2 W JCT US-64 Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
17900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.301 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28640 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15951 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 156.1ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1691 X H Index
97.2939 Latitude
35:24:06.27 Longitude
-94:31:53.17 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-1691 NBI Text
15951 Vault Link
http://plansrv1/bridgemaintvault/b15951 GIS FO/SD
Meets Standards H Inv. Method
72.4 Latitude DD
35.40174167 Longitude DD
-94.53143611 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16182 x
-10523191.3317221 y
4218611.1442466 |