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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 24492 | 5834 0360 X | 24492 | Ottawa | S.H. 69A | CREEK | 5834 0360 X | 2 -10ft. X 5ft. X 59ft. RC BOX | 1996 | 36.92329444 | -94.8418 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 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 | 06 - Minor Arterial (Rural) | B | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23977 BRKEY
24492 NBI No.
24492 On Under
1 Structure No.
5834 0360 X Control No.
034 Lane Ind.
Milepoint
03600 Facility Carried
S.H. 69A Feature Intersected
CREEK Division
08 County
115 Location
3.6 MI.N OF SH-10 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
0069A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1996 ADT Total
4400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
7040 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
24492 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 -10ft. X 5ft. X 59ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5834 0360 X H Index
100 Latitude
36:55:23.86 Longitude
-94:50:30.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 69A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24492 Vault Link
http://plansrv1/bridgemaintvault/b24492 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.92329444 Longitude DD
-94.8418 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23977 x
-10557740.8819175 y
4428420.40767221 |
|||||||||||||||||||||||||||||||||||||
| 24398 | 0420 1897 X | 24398 | Beaver | U.S. 270 | CLEAR CREEK | 0420 1897 X | 7-57ft. PCB SPANS ON P | 1996 | 36.63503611 | -100.52309444 | 400.919 | 42.201 | — | 7 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23973 BRKEY
24398 NBI No.
24398 On Under
1 Structure No.
0420 1897 X Control No.
020 Lane Ind.
Milepoint
18970 Facility Carried
U.S. 270 Feature Intersected
CLEAR CREEK Division
06 County
007 Location
1.3 MI.N. JCT. SH3 Sufficiency
93.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
400.919 Deck Width
42.201 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
6 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.6 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
57.787521 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24398 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-57ft. PCB SPANS ON P Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0420 1897 X H Index
98.992 Latitude
36:38:06.13 Longitude
-100:31:23.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 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
24398 Vault Link
http://plansrv1/bridgemaintvault/b24398 GIS FO/SD
Meets Standards H Inv. Method
28.2 Latitude DD
36.63503611 Longitude DD
-100.52309444 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23973 x
-11190179.6860249 y
4388356.88749684 |
|||||||||||||||||||||||||||||||||||||
| 24397 | 2320 0978 X | 24397 | Ellis | S.H. 15 | BUZZARD CREEK | 2320 0978 X | 4- 90ft. PC BM SPANS SK 60 DEG RF | 1996 | 36.31885833 | -99.72527778 | 363.002 | 42.3 | — | 4 | 30 | 2 | 40.2 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23972 BRKEY
24397 NBI No.
24397 On Under
1 Structure No.
2320 0978 X Control No.
020 Lane Ind.
Milepoint
09780 Facility Carried
S.H. 15 Feature Intersected
BUZZARD CREEK Division
06 County
045 Location
9.8 MI NE US283 Sufficiency
90.6 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.2 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1996 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
40.2 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
5 - Prestressed Concrete Design
02 Length
363.002 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
44.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
24397 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4- 90ft. PC BM SPANS SK 60 DEG RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2320 0978 X H Index
77.0113 Latitude
36:19:07.89 Longitude
-99:43:31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 15 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
24397 Vault Link
http://plansrv1/bridgemaintvault/b24397 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.31885833 Longitude DD
-99.72527778 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23972 x
-11101367.1416874 y
4344584.9527143 |
|||||||||||||||||||||||||||||||||||||
| 24396 | 2320 0922 X | 24396 | Ellis | S.H. 15 | LITTLE WOLF CREEK | 2320 0922 X | 5-90ft. PC BM SPANS | 1996 | 36.31887222 | -99.73564722 | 452.001 | 42.201 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23971 BRKEY
24396 NBI No.
24396 On Under
1 Structure No.
2320 0922 X Control No.
020 Lane Ind.
Milepoint
09220 Facility Carried
S.H. 15 Feature Intersected
LITTLE WOLF CREEK Division
06 County
045 Location
9.2 MI NE US283 Sufficiency
90.6 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1996 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
452.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
44.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
24396 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-90ft. PC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2320 0922 X H Index
89.986 Latitude
36:19:07.94 Longitude
-99:44:08.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 15 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
24396 Vault Link
http://plansrv1/bridgemaintvault/b24396 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.31887222 Longitude DD
-99.73564722 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23971 x
-11102521.462468 y
4344586.87174595 |
|||||||||||||||||||||||||||||||||||||
| 23366 | 5515R0198WX | 23366 | Oklahoma | I-35 | FAU 9380 SE 59 ST UNDER | 5515R0198WX | 49ft.,2-57ft.,49ft. CONT I-BM SPANS SK.17 DEG. 29ft.11ft. | 1992 | 35.405 | -97.49333333 | 212.927 | 58.501 | — | 4 | 17 | 3 | 55 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | _ | Open, no restriction (A) | 94.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
23961 BRKEY
23366 NBI No.
23366 On Under
1 Structure No.
5515R0198WX Control No.
015 Lane Ind.
W Milepoint
01980 Facility Carried
I-35 Feature Intersected
FAU 9380 SE 59 ST UNDER Division
04 County
109 Location
1.9 MI N CLEVELAND CO Sufficiency
94.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
55 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
1992 ADT Total
34500 ADT Year
1999 Design Load
HS 20 Skew
17 No. Main Spans
4 Road Width
55 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
_ No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
55 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
212.927 Deck Width
58.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90.279 HS Inv. Rating Method
1 HS Inv. Method
53.572 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
32000 Future ADT Year
2017 Bypass Detour
1.242742 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23366 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
49ft.,2-57ft.,49ft. CONT I-BM SPANS SK.17 DEG. 29ft.11ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5515R0198WX H Index
100 Latitude
35:24:18 Longitude
-97:29:36 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23366 Vault Link
http://plansrv1/bridgemaintvault/b23366 GIS FO/SD
Meets Standards H Inv. Method
29.762 Latitude DD
35.405 Longitude DD
-97.49333333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
23961 x
-10852908.2220345 y
4219056.14293856 |
|||||||||||||||||||||||||||||||||||||
| 23363 | 0936 0894 X | 23363 | Canadian | S.H. 152 | CREEK | 0936 0894 X | 2-10ft. X 8ft. X 164ft. R.C.BOX | 1993 | 35.391275 | -97.77788333 | 21.165 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23958 BRKEY
23363 NBI No.
23363 On Under
1 Structure No.
0936 0894 X Control No.
036 Lane Ind.
Milepoint
08940 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
04 County
017 Location
8.9 E of U.S. 81 Sufficiency
90.1 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1993 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
16 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.165 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23363 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 164ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0936 0894 X H Index
96.3113 Latitude
35:23:28.59 Longitude
-97:46:40.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23363 Vault Link
http://plansrv1/bridgemaintvault/b23363 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.391275 Longitude DD
-97.77788333 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23958 x
-10884584.1831397 y
4217181.80527951 |
|||||||||||||||||||||||||||||||||||||
| 23362 | 0936 0826 X | 23362 | Canadian | S.H. 152 | CREEK | 0936 0826 X | 2-10ft. X 15ft. X 82ft. R.C.BOX | 1993 | 35.39148611 | -97.790025 | 21.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23957 BRKEY
23362 NBI No.
23362 On Under
1 Structure No.
0936 0826 X Control No.
036 Lane Ind.
Milepoint
08260 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
04 County
017 Location
1.8 MI. W. JCT. SH92 Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.501 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
1993 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23362 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 15ft. X 82ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0936 0826 X H Index
96.2456 Latitude
35:23:29.35 Longitude
-97:47:24.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23362 Vault Link
http://plansrv1/bridgemaintvault/b23362 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.39148611 Longitude DD
-97.790025 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23957 x
-10885935.7876615 y
4217210.63283992 |
|||||||||||||||||||||||||||||||||||||
| 23361 | 0936 0818 X | 23361 | Canadian | S.H. 152 | CREEK | 0936 0818 X | 2-10ft. X 18ft. X 76ft. R.C.BOX SK. 60 DEG. W/ 3FT CURTAIN WALLS | 1993 | 35.39149722 | -97.79151667 | 25.919 | 76.001 | — | 2 | 30 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23956 BRKEY
23361 NBI No.
23361 On Under
1 Structure No.
0936 0818 X Control No.
036 Lane Ind.
Milepoint
08180 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
04 County
017 Location
1.9 MI. W. JCT. SH92 Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.4 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
1993 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
44.003 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
76.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23361 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 18ft. X 76ft. R.C.BOX SK. 60 DEG. W/ 3FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0936 0818 X H Index
93.4194 Latitude
35:23:29.39 Longitude
-97:47:29.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23361 Vault Link
http://plansrv1/bridgemaintvault/b23361 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.39149722 Longitude DD
-97.79151667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23956 x
-10886101.8396063 y
4217212.14993829 |
|||||||||||||||||||||||||||||||||||||
| 23556 | 2102R0962 X | 23556 | Delaware | U.S. 59 / U.S. 412 | U.S. 59 UNDER | 2102R0962 X | 100ft.,110ft.,120ft.,2-140 | 1991 | 36.16333333 | -94.57166667 | 613.845 | 42.7 | — | 5 | 25 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | S | 3900 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
23948 BRKEY
23556 NBI No.
23556 On Under
1 Structure No.
2102R0962 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 59 / U.S. 412 Feature Intersected
U.S. 59 UNDER Division
08 County
041 Location
12.5 MI W OF STATE LINE Sufficiency
83.6 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.698 Bridge System
S Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
3900 ADT Year
2002 Design Load
HS 20 Skew
25 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
14.501 Underclearance Left
16.801 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
613.845 Deck Width
42.7 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6240 Future ADT Year
2022 Bypass Detour
44.738726 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1710 Max Measured Clearance
1711 Min Measured Clearance
1711 NBI Rating
23556 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.,110ft.,120ft.,2-140 Route Flag
Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
2102R0962 X H Index
100 Latitude
36:09:48 Longitude
-94:34:18 I257A
1 I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 / U.S. 412 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30.06 NBI Text
23556 Vault Link
http://plansrv1/bridgemaintvault/b23556 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-94.57166667 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23948 x
-10527669.7771756 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 23454 | 1653 0550 X | 23454 | Comanche | U.S. 62 (FT SILL) | ROGERS LANE UNDER | 1653 0550 X | 2-90ft. P.C.B. SPANS | 1989 | 34.63790833 | -98.40486389 | 184.055 | 108.924 | — | 2 | 0 | 6 | 107.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.2 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 23800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23942 BRKEY
23454 NBI No.
23454 On Under
1 Structure No.
1653 0550 X Control No.
053 Lane Ind.
Milepoint
05500 Facility Carried
U.S. 62 (FT SILL) Feature Intersected
ROGERS LANE UNDER Division
07 County
031 Location
3.0 MI N US 281 BUS Sufficiency
89.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1989 ADT Total
23800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
107.001 Ref. Underclearance Rt.
H Underclearance Right
6.401 Underclearance Left
5 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
107.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
184.055 Deck Width
108.924 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
38080 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1808 Min Measured Clearance
1607 NBI Rating
23454 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
4.921 Rt. Curb SW
4.921 Description
2-90ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1653 0550 X H Index
98.981 Latitude
34:38:16.47 Longitude
-98:24:17.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
104 NBI Text
23454 Vault Link
http://plansrv1/bridgemaintvault/b23454 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.63790833 Longitude DD
-98.40486389 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23942 x
-10954379.3398162 y
4114782.55902162 |
|||||||||||||||||||||||||||||||||||||
| 23453 | 1653 0450 X | 23453 | Comanche | U.S. 62 (ROGERS LN | SHERIDAN RD. UNDER | 1653 0450 X | 2 100ft. P.C.B. SPANS | 1991 | 34.63810556 | -98.42256389 | 202.1 | 131.699 | — | 2 | 9 | 6 | 72.031 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 23800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23941 BRKEY
23453 NBI No.
23453 On Under
1 Structure No.
1653 0450 X Control No.
053 Lane Ind.
Milepoint
04500 Facility Carried
U.S. 62 (ROGERS LN Feature Intersected
SHERIDAN RD. UNDER Division
07 County
031 Location
AT SHERIDAN ON ROGERS Sufficiency
85.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.031 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
23800 ADT Year
2022 Design Load
HS 20 Skew
9 No. Main Spans
2 Road Width
72.031 Ref. Underclearance Rt.
H Underclearance Right
6.401 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
72.031 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.1 Deck Width
131.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
84 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
38080 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1909 Min Measured Clearance
1700 NBI Rating
23453 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.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2 100ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1653 0450 X H Index
99.6113 Latitude
34:38:17.18 Longitude
-98:25:21.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
103 NBI Text
23453 Vault Link
http://plansrv1/bridgemaintvault/b23453 GIS FO/SD
FO H Inv. Method
24 Latitude DD
34.63810556 Longitude DD
-98.42256389 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23941 x
-10956349.6948032 y
4114809.24427155 |
|||||||||||||||||||||||||||||||||||||
| 23452 | 1653 0600 X | 23452 | Comanche | U.S. 62 (ROGERS LN | CREEK | 1653 0600 X | 13ft.-17ft.-13ft.X6ft.X113ft. CL. RDY. R.C.B. | 1991 | 34.63779444 | -98.39641111 | 54.134 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 23800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23940 BRKEY
23452 NBI No.
23452 On Under
1 Structure No.
1653 0600 X Control No.
053 Lane Ind.
Milepoint
06000 Facility Carried
U.S. 62 (ROGERS LN Feature Intersected
CREEK Division
07 County
031 Location
300' E OF CENTRAL DR. Sufficiency
76.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.031 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
23800 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
3 Appr. Roadway Width
68.031 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 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
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
38080 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23452 ODOT County
16 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
13ft.-17ft.-13ft.X6ft.X113ft. CL. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1653 0600 X H Index
99.7527 Latitude
34:38:16.06 Longitude
-98:23:47.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 (ROGERS LN Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
105 NBI Text
23452 Vault Link
http://plansrv1/bridgemaintvault/b23452 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.63779444 Longitude DD
-98.39641111 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23940 x
-10953438.3806508 y
4114767.14971566 |
|||||||||||||||||||||||||||||||||||||
| 23360 | 0936 0504 X | 23360 | Canadian | S.H. 152 | DRY CREEK | 0936 0504 X | 3-12ft. X 10ft. X 76ft. R.C.BOX SK. 45 DEG. W/ 3FT CURTAIN WALLS | 1993 | 35.39162222 | -97.84754167 | 53.999 | 76.001 | — | 3 | 45 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23938 BRKEY
23360 NBI No.
23360 On Under
1 Structure No.
0936 0504 X Control No.
036 Lane Ind.
Milepoint
05040 Facility Carried
S.H. 152 Feature Intersected
DRY CREEK Division
04 County
017 Location
5.2 MI. E. JCT. US81 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
45 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
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
53.999 Deck Width
76.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23360 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 10ft. X 76ft. R.C.BOX SK. 45 DEG. W/ 3FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0936 0504 X H Index
95.1763 Latitude
35:23:29.84 Longitude
-97:50:51.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23360 Vault Link
http://plansrv1/bridgemaintvault/b23360 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.39162222 Longitude DD
-97.84754167 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23938 x
-10892338.514078 y
4217229.21901628 |
|||||||||||||||||||||||||||||||||||||
| 23359 | 0936 0220 X | 23359 | Canadian | S.H. 152 | CREEK | 0936 0220 X | (13ft.-17ft.-13ft.)X 16ft.X 76ft. R.C.BOX SK. 60 DEG. W/ 3FT CURTAIN WALLS | 1993 | 35.39170833 | -97.89810278 | 52.001 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23937 BRKEY
23359 NBI No.
23359 On Under
1 Structure No.
0936 0220 X Control No.
036 Lane Ind.
Milepoint
02200 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
04 County
017 Location
2.3 MI. E. JCT. US81 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
52.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23359 ODOT County
09 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 16ft.X 76ft. R.C.BOX SK. 60 DEG. W/ 3FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0936 0220 X H Index
93.8887 Latitude
35:23:30.15 Longitude
-97:53:53.17 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23359 Vault Link
http://plansrv1/bridgemaintvault/b23359 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.39170833 Longitude DD
-97.89810278 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23937 x
-10897966.9510972 y
4217240.97757812 |
|||||||||||||||||||||||||||||||||||||
| 23358 | 0936 0111 X | 23358 | Canadian | S.H. 152 | CREEK | 0936 0111 X | (3) -10ft.X 10ft.X 76ft. R.C.BOX SK. 70 DEG. W/ 5FT CURTAIN WALLS | 1993 | 35.39171111 | -97.91733889 | 34.121 | 0 | — | 3 | 20 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23936 BRKEY
23358 NBI No.
23358 On Under
1 Structure No.
0936 0111 X Control No.
036 Lane Ind.
Milepoint
01110 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
04 County
017 Location
1.1 MI. E. JCT. US81 Sufficiency
95.9 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
20 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
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 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
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23358 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) -10ft.X 10ft.X 76ft. R.C.BOX SK. 70 DEG. W/ 5FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0936 0111 X H Index
96.1501 Latitude
35:23:30.16 Longitude
-97:55:02.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23358 Vault Link
http://plansrv1/bridgemaintvault/b23358 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.39171111 Longitude DD
-97.91733889 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23936 x
-10900108.3050672 y
4217241.35719513 |
|||||||||||||||||||||||||||||||||||||
| 23264 | 5160 0096WXF | 23264 | Muskogee | S.H. 165 FRTG. RD | HYDE PARK CREEK | 5160 0096WXF | 2-10ft.X 88ft. R.C.BOX | 1968 | 35.78217778 | -95.31144167 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 3250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23932 BRKEY
23264 NBI No.
23264 On Under
1 Structure No.
5160 0096WXF Control No.
060 Lane Ind.
W Milepoint
00960 Facility Carried
S.H. 165 FRTG. RD Feature Intersected
HYDE PARK CREEK Division
01 County
101 Location
1.0 MI N OF US 62 Sufficiency
98.9 Kind Hwy
2 Level Service
8 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1968 ADT Total
3250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 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
5200 Future ADT Year
2042 Bypass Detour
4.4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23264 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 88ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5160 0096WXF H Index
67 Latitude
35:46:55.84 Longitude
-95:18:41.19 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 165 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
23264 Vault Link
http://plansrv1/bridgemaintvault/b23264 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.78217778 Longitude DD
-95.31144167 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
23932 x
-10610021.1534772 y
4270690.61542182 |
|||||||||||||||||||||||||||||||||||||
| 23263 | 5160 0096EXF | 23263 | Muskogee | S.H. 165 FRTG RD. | HYDE PARK CREEK | 5160 0096EXF | 2-10ft.X 6ft.X 140ft. R.C.B | 1968 | 35.78314722 | -95.30870556 | 20.997 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 3250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23931 BRKEY
23263 NBI No.
23263 On Under
1 Structure No.
5160 0096EXF Control No.
060 Lane Ind.
E Milepoint
00960 Facility Carried
S.H. 165 FRTG RD. Feature Intersected
HYDE PARK CREEK Division
01 County
101 Location
1.0 MI N OF US 62 Sufficiency
99.5 Kind Hwy
2 Level Service
8 Route No.
00165 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1968 ADT Total
3250 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
5200 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23263 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 140ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5160 0096EXF H Index
66.15 Latitude
35:46:59.33 Longitude
-95:18:31.34 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 165- E.FNTG.RD. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
23263 Vault Link
http://plansrv1/bridgemaintvault/b23263 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.78314722 Longitude DD
-95.30870556 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
23931 x
-10609716.5711052 y
4270823.64320933 |
|||||||||||||||||||||||||||||||||||||
| 23252 | 1120 1093 X | 23252 | Cherokee | S.H. 82 | ILLINOIS RIVER | 1120 1093 X | 7-122ft. BULBTEE BM SP | 1993 | 35.759797 | -94.901133 | 857 | 42 | — | 7 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.2 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23884 BRKEY
23252 NBI No.
23252 On Under
1 Structure No.
1120 1093 X Control No.
020 Lane Ind.
Milepoint
10930 Facility Carried
S.H. 82 Feature Intersected
ILLINOIS RIVER Division
01 County
021 Location
10.9 MI N SEQUOYAH CL Sufficiency
83.2 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
5500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
857 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98.3 HS Inv. Rating Method
1 HS Inv. Method
39.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8800 Future ADT Year
2042 Bypass Detour
62.75849 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23252 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-122ft. BULBTEE BM SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1120 1093 X H Index
97.6838 Latitude
35:45:35.27 Longitude
-94:54:04.08 I257A
1 I257B
1 I257C
1 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
0 NBI Text
23252 Vault Link
http://plansrv1/bridgemaintvault/b23252 GIS FO/SD
Meets Standards H Inv. Method
24.4 Latitude DD
35.759797 Longitude DD
-94.901133 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23884 x
-10564345.8012647 y
4267619.94726095 |
|||||||||||||||||||||||||||||||||||||
| 23250 | 0724 0650 X | 23250 | Bryan | S.H. 78 | LITTLE BLUE RIVER | 0724 0650 X | (3) 40ft. PC BEAM | 1993 | 34.08456111 | -96.38165833 | 120 | 37.999 | — | 3 | 0 | 2 | 36.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23882 BRKEY
23250 NBI No.
23250 On Under
1 Structure No.
0724 0650 X Control No.
024 Lane Ind.
Milepoint
06500 Facility Carried
S.H. 78 Feature Intersected
LITTLE BLUE RIVER Division
02 County
013 Location
6.50 N & W JCT US-70 Sufficiency
97.3 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120 Deck Width
37.999 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23250 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 40ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0724 0650 X H Index
100 Latitude
34:05:04.42 Longitude
-96:22:53.97 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 78 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
084 NBI Text
23250 Vault Link
http://plansrv1/bridgemaintvault/b23250 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.08456111 Longitude DD
-96.38165833 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23882 x
-10729157.1271069 y
4040162.17669796 |
|||||||||||||||||||||||||||||||||||||
| 23436 | 4902 1505WX | 23436 | Mayes | U.S. 69 | STINK CREEK | 4902 1505WX | 3-40ft. PRESTRESSED CO | 1991 | 36.28948611 | -95.32575278 | 122.047 | 42.999 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23870 BRKEY
23436 NBI No.
23436 On Under
1 Structure No.
4902 1505WX Control No.
002 Lane Ind.
W Milepoint
15050 Facility Carried
U.S. 69 Feature Intersected
STINK CREEK Division
08 County
097 Location
1.4 MI S JCT SH 20 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00069 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
1991 ADT Total
7950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
122.047 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.124274 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
23436 ODOT County
49 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4902 1505WX H Index
98.2662 Latitude
36:17:22.15 Longitude
-95:19:32.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
23436 Vault Link
http://plansrv1/bridgemaintvault/b23436 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.28948611 Longitude DD
-95.32575278 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23870 x
-10611614.2589551 y
4340527.67412331 |
|||||||||||||||||||||||||||||||||||||
| 23435 | 4902 1465WX | 23435 | Mayes | U.S. 69 | PRYOR CREEK OFLOW | 4902 1465WX | 6-40ft. PRESTRESSED CO | 1991 | 36.28389722 | -95.32784722 | 242.126 | 42.999 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23869 BRKEY
23435 NBI No.
23435 On Under
1 Structure No.
4902 1465WX Control No.
002 Lane Ind.
W Milepoint
14650 Facility Carried
U.S. 69 Feature Intersected
PRYOR CREEK OFLOW Division
08 County
097 Location
1.8 MI S JCT SH 20 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
9 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
1991 ADT Total
7950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
242.126 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.124274 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
23435 ODOT County
49 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-40ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4902 1465WX H Index
93.4189 Latitude
36:17:02.03 Longitude
-95:19:40.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
23435 Vault Link
http://plansrv1/bridgemaintvault/b23435 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.28389722 Longitude DD
-95.32784722 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23869 x
-10611847.4109494 y
4339755.83587807 |
|||||||||||||||||||||||||||||||||||||
| 23434 | 4902 1435WX | 23434 | Mayes | U.S. 69 | PRYOR CREEK | 4902 1435WX | 40,2-70ft.,3-40ft. PREST | 1990 | 36.27975833 | -95.3294 | 301.837 | 42.999 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23868 BRKEY
23434 NBI No.
23434 On Under
1 Structure No.
4902 1435WX Control No.
002 Lane Ind.
W Milepoint
14350 Facility Carried
U.S. 69 Feature Intersected
PRYOR CREEK Division
08 County
097 Location
2.1 MI S JCT SH 20 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00069 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
1990 ADT Total
7950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
301.837 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.124274 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
23434 ODOT County
49 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
40,2-70ft.,3-40ft. PREST Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4902 1435WX H Index
98.9242 Latitude
36:16:47.13 Longitude
-95:19:45.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
23434 Vault Link
http://plansrv1/bridgemaintvault/b23434 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.27975833 Longitude DD
-95.3294 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23868 x
-10612020.2656283 y
4339184.28150739 |
|||||||||||||||||||||||||||||||||||||
| 23433 | 4902 1376WX | 23433 | Mayes | U.S. 69 | CREEK | 4902 1376WX | 88ft. PRESTRESSED CONC | 1990 | 36.27131389 | -95.33181111 | 87.927 | 42.999 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23867 BRKEY
23433 NBI No.
23433 On Under
1 Structure No.
4902 1376WX Control No.
002 Lane Ind.
W Milepoint
13760 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
097 Location
2.9 MI S JCT SH 20 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00069 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
1990 ADT Total
7950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
87.927 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
124 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.124274 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
23433 ODOT County
49 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
88ft. PRESTRESSED CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4902 1376WX H Index
98.7825 Latitude
36:16:16.73 Longitude
-95:19:54.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
23433 Vault Link
http://plansrv1/bridgemaintvault/b23433 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.27131389 Longitude DD
-95.33181111 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23867 x
-10612288.6691657 y
4338018.25206558 |
|||||||||||||||||||||||||||||||||||||
| 23246 | 4532 1097 X | 23246 | McCurtain | S.H. 98 | HARKIN FRANKLIN CREEK | 4532 0970 X | (2) 10ft. X 8ft. X 62ft. LONG RCB | 1974 | 34.083233 | -94.932664 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23860 BRKEY
23246 NBI No.
23246 On Under
1 Structure No.
4532 1097 X Control No.
032 Lane Ind.
Milepoint
10970 Facility Carried
S.H. 98 Feature Intersected
HARKIN FRANKLIN CREEK Division
02 County
089 Location
1.8 SW JCT SH-3 Sufficiency
96.5 Kind Hwy
3 Level Service
1 Route No.
00098 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
60 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
1974 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
3520 Future ADT Year
2042 Bypass Detour
3.106856 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
23246 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 62ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4532 0970 X H Index
90.8707 Latitude
34:04:59.64 Longitude
-94:55:57.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 98 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
86 NBI Text
23246 Vault Link
http://plansrv1/bridgemaintvault/b23246 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.083233 Longitude DD
-94.932664 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23860 x
-10567855.8161289 y
4039983.66747421 |
|||||||||||||||||||||||||||||||||||||
| 23331 | 2314 0946 X | 23331 | Ellis | U.S. 283 | CLEAR CREEK | 2314 0946 X | 5-100ft. PRESTRESSED CONC BM SPANS SK. 60 DEG. RF | 1993 | 36.57170833 | -99.88866111 | 503.002 | 42.1 | — | 5 | 30 | 2 | 39.003 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23837 BRKEY
23331 NBI No.
23331 On Under
1 Structure No.
2314 0946 X Control No.
014 Lane Ind.
Milepoint
09460 Facility Carried
U.S. 283 Feature Intersected
CLEAR CREEK Division
06 County
045 Location
9.5 MI N SH15 Sufficiency
96.8 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.902 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
1993 ADT Total
750 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
39.003 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
5 - Prestressed Concrete Design
02 Length
503.002 Deck Width
42.1 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
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
51.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23331 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-100ft. PRESTRESSED CONC BM SPANS SK. 60 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2314 0946 X H Index
89.8626 Latitude
36:34:18.15 Longitude
-99:53:19.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 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
23331 Vault Link
http://plansrv1/bridgemaintvault/b23331 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.57170833 Longitude DD
-99.88866111 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23837 x
-11119554.8907871 y
4379575.40806496 |
|||||||||||||||||||||||||||||||||||||
| 23423 | 3004 1854 X | 23423 | Harper | U.S. 64 | CIMARRON RIVER | 3004 1854 X | 44-60ft. PRESTRESSED C | 1993 | 36.85180833 | -99.32265278 | 2642.06 | 47.999 | — | 44 | 0 | 2 | 46.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 810 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23821 BRKEY
23423 NBI No.
23423 On Under
1 Structure No.
3004 1854 X Control No.
004 Lane Ind.
Milepoint
18540 Facility Carried
U.S. 64 Feature Intersected
CIMARRON RIVER Division
06 County
059 Location
18.5NE OF JCT US64W/US183 Sufficiency
90.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1993 ADT Total
810 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
44 Road Width
46.001 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
5 - Prestressed Concrete Design
02 Length
2642.06 Deck Width
47.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1296 Future ADT Year
2042 Bypass Detour
65.865346 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
23423 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
44-60ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3004 1854 X H Index
91.8047 Latitude
36:51:06.51 Longitude
-99:19:21.55 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
-1 NBI Text
23423 Vault Link
http://plansrv1/bridgemaintvault/b23423 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.85180833 Longitude DD
-99.32265278 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23821 x
-11056547.1317067 y
4418470.85991281 |
|||||||||||||||||||||||||||||||||||||
| 23322 | 1022 0853 X | 23322 | Carter | S.H. 76 | RED BRANCH CREEK | 1022 0853 X | 100ft. PC BEAM SPAN SKEWED 30° | 1993 | 34.28397222 | -97.492 | 100.066 | 42.001 | — | 1 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23792 BRKEY
23322 NBI No.
23322 On Under
1 Structure No.
1022 0853 X Control No.
022 Lane Ind.
Milepoint
08530 Facility Carried
S.H. 76 Feature Intersected
RED BRANCH CREEK Division
07 County
019 Location
8.7 MI N JCT US70 Sufficiency
88.1 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23322 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1022 0853 X H Index
98.3304 Latitude
34:17:02.3 Longitude
-97:29:31.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
061 NBI Text
23322 Vault Link
http://plansrv1/bridgemaintvault/b23322 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.28397222 Longitude DD
-97.492 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23792 x
-10852759.7964178 y
4066996.59219889 |
|||||||||||||||||||||||||||||||||||||
| 23321 | 1022 0666 X | 23321 | Carter | S.H. 76 | CREEK | 1022 0666 X | (12ft. - 14ft. - 12ft.) X 6ft. X 100ft. RCB SKEWED 30 DEGREES | 1993 | 34.25588056 | -97.49215 | 46.916 | 88.999 | — | 3 | 0 | 2 | 87.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23791 BRKEY
23321 NBI No.
23321 On Under
1 Structure No.
1022 0666 X Control No.
022 Lane Ind.
Milepoint
06660 Facility Carried
S.H. 76 Feature Intersected
CREEK Division
07 County
019 Location
6.9 MI N JCT US70 Sufficiency
85.1 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
87.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
88.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.1 HS Inv. Rating Method
1 HS Inv. Method
32.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23321 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 6ft. X 100ft. RCB SKEWED 30 DEGREES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1022 0666 X H Index
97.03 Latitude
34:15:21.17 Longitude
-97:29:31.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
060 NBI Text
23321 Vault Link
http://plansrv1/bridgemaintvault/b23321 GIS FO/SD
Meets Standards H Inv. Method
24.1 Latitude DD
34.25588056 Longitude DD
-97.49215 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23791 x
-10852776.4943414 y
4063212.50195261 |
|||||||||||||||||||||||||||||||||||||
| 23320 | 1022 0600 X | 23320 | Carter | S.H. 76 | WALNUT CREEK | 1022 0600 X | (3) 65ft. PC BEAM SPANS SKEWED 30° | 1993 | 34.24692222 | -97.49216667 | 198.163 | 42.001 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23790 BRKEY
23320 NBI No.
23320 On Under
1 Structure No.
1022 0600 X Control No.
022 Lane Ind.
Milepoint
06000 Facility Carried
S.H. 76 Feature Intersected
WALNUT CREEK Division
07 County
019 Location
6.3 MI N JCT US70 Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
4300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
198.163 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23320 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 65ft. PC BEAM SPANS SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1022 0600 X H Index
91.1609 Latitude
34:14:48.92 Longitude
-97:29:31.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
059 NBI Text
23320 Vault Link
http://plansrv1/bridgemaintvault/b23320 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.24692222 Longitude DD
-97.49216667 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23790 x
-10852778.3500374 y
4062006.03349811 |
|||||||||||||||||||||||||||||||||||||
| 23319 | 1022 0553 X | 23319 | Carter | S.H. 76 | WHISKEY CREEK | 1022 0553 X | (3) 60ft. PC BEAM SPANS | 1993 | 34.24005 | -97.49208889 | 182.087 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23789 BRKEY
23319 NBI No.
23319 On Under
1 Structure No.
1022 0553 X Control No.
022 Lane Ind.
Milepoint
05530 Facility Carried
S.H. 76 Feature Intersected
WHISKEY CREEK Division
07 County
019 Location
5.9 MI N JCT US70 Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1993 ADT Total
4300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
182.087 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23319 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 60ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1022 0553 X H Index
91.2325 Latitude
34:14:24.18 Longitude
-97:29:31.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
057 NBI Text
23319 Vault Link
http://plansrv1/bridgemaintvault/b23319 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.24005 Longitude DD
-97.49208889 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23789 x
-10852769.6916074 y
4061080.60123354 |
|||||||||||||||||||||||||||||||||||||
| 23508 | 3312 0000 X | 23508 | Jackson | S.H. 6 | RED RIVER | 3312 0000 X | 17-95ft. P/S CONC. BEAM SPANS | 1993 | 34.41215833 | -99.73570833 | 1617 | 44 | — | 17 | 0 | 2 | 42 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23757 BRKEY
23508 NBI No.
23508 On Under
1 Structure No.
3312 0000 X Control No.
012 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 6 Feature Intersected
RED RIVER Division
05 County
065 Location
OKLA-TEXAS STATE LINE Sufficiency
92.7 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42 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
1993 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
17 Road Width
42 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1617 Deck Width
44 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
91.962936 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
23508 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
17-95ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3312 0000 X H Index
98.0531 Latitude
34:24:43.77 Longitude
-99:44:08.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 6 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
23508 Vault Link
http://plansrv1/bridgemaintvault/b23508 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.41215833 Longitude DD
-99.73570833 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23757 x
-11102528.265202 y
4084280.00015711 |
|||||||||||||||||||||||||||||||||||||
| 23499 | 4138R0195 X | 23499 | Lincoln | S.H. 102 | CREEK | 4138 0195 X | 2-10ft.X6ft.X30.5ft. RC BO | 1985 | 35.51837222 | -97.08854722 | 20.997 | 22.001 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 27.1 | Serious (3) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Serious (3) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
23730 BRKEY
23499 NBI No.
23499 On Under
1 Structure No.
4138R0195 X Control No.
038 Lane Ind.
Milepoint
01950 Facility Carried
S.H. 102 Feature Intersected
CREEK Division
03 County
081 Location
1.95 MI N JCT US 62 Sufficiency
27.1 Kind Hwy
3 Level Service
1 Route No.
00102 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1985 ADT Total
1700 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
22.001 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
4 Culv. Rating
3 Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
2720 Future ADT Year
2034 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23499 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X6ft.X30.5ft. RC BO Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4138 0195 X H Index
98.02 Latitude
35:31:06.14 Longitude
-97:05:18.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 102 Scour
3 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23499 Vault Link
http://plansrv1/bridgemaintvault/b23499 GIS FO/SD
SD H Inv. Method
23 Latitude DD
35.51837222 Longitude DD
-97.08854722 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23730 x
-10807847.6383891 y
4234550.90699524 |
|||||||||||||||||||||||||||||||||||||
| 23498 | 6206 0471X | 23498 | Pontotoc | S.H. 1 | CREEK | 6206 0471WX | 2-10 ft.X 4 ft.X 129 ft. RDWY R.C.BOX & CMP'S | 1991 | 34.66822222 | -96.78442222 | 22.966 | 37.999 | — | 2 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3350 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23729 BRKEY
23498 NBI No.
23498 On Under
1 Structure No.
6206 0471X Control No.
006 Lane Ind.
W Milepoint
04710 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
03 County
123 Location
4.8 MI NE ROFF Sufficiency
92.2 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
3350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
37.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.5 HS Inv. Rating Method
1 HS Inv. Method
26.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5360 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
23498 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10 ft.X 4 ft.X 129 ft. RDWY R.C.BOX & CMP'S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6206 0471WX H Index
99.34 Latitude
34:40:05.6 Longitude
-96:47:03.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
23498 Vault Link
http://plansrv1/bridgemaintvault/b23498 GIS FO/SD
Meets Standards H Inv. Method
14.8 Latitude DD
34.66822222 Longitude DD
-96.78442222 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23729 x
-10773992.5982516 y
4118884.77813942 |
|||||||||||||||||||||||||||||||||||||
| 23398 | 1603 0320SX | 23398 | Comanche | U.S. 62 | SLWC R.R. UNDER | 1603 0320SX | 3-80ft. PRESTRESSED CONC. BM. SPANS | 1993 | 34.63081667 | -98.7694 | 244.094 | 42.031 | — | 3 | 60 | 2 | 40.03 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23724 BRKEY
23398 NBI No.
23398 On Under
1 Structure No.
1603 0320SX Control No.
003 Lane Ind.
S Milepoint
03200 Facility Carried
U.S. 62 Feature Intersected
SLWC R.R. UNDER Division
07 County
031 Location
3.20 MI. E. KIOWA CL Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40.03 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
1993 ADT Total
2450 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
40.03 Ref. Underclearance Rt.
R Underclearance Right
16.001 Underclearance Left
17.799 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
244.094 Deck Width
42.031 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3920 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23398 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
3-80ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 0320SX H Index
92.5136 Latitude
34:37:50.94 Longitude
-98:46:09.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
004 NBI Text
23398 Vault Link
http://plansrv1/bridgemaintvault/b23398 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.63081667 Longitude DD
-98.7694 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23724 x
-10994959.3139572 y
4113823.09846909 |
|||||||||||||||||||||||||||||||||||||
| 23397 | 1603 0272SX | 23397 | Comanche | U.S. 62 | SANDY CREEK | 1603 0272SX | 3-50ft. PRESTRESED CONC. BM. SPANS | 1993 | 34.63079167 | -98.77811667 | 151.903 | 42.031 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23723 BRKEY
23397 NBI No.
23397 On Under
1 Structure No.
1603 0272SX Control No.
003 Lane Ind.
S Milepoint
02720 Facility Carried
U.S. 62 Feature Intersected
SANDY CREEK Division
07 County
031 Location
2.72 MI. E. KIOWA CL Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
2450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
42.031 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
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3920 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23397 ODOT County
16 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
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 0272SX H Index
92.0098 Latitude
34:37:50.85 Longitude
-98:46:41.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
002 NBI Text
23397 Vault Link
http://plansrv1/bridgemaintvault/b23397 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
34.63079167 Longitude DD
-98.77811667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23723 x
-10995929.649223 y
4113819.71625888 |
|||||||||||||||||||||||||||||||||||||
| 23497 | 6206R0471EX | 23497 | Pontotoc | S.H. 1 | CREEK | 6206 0471EX | 2-10ft.X4ft.X22ft. RC BOX | 1991 | 34.667981 | -96.784119 | 22.966 | 22.001 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2550 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
23710 BRKEY
23497 NBI No.
23497 On Under
1 Structure No.
6206R0471EX Control No.
006 Lane Ind.
E Milepoint
04710 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
03 County
123 Location
4.8 MI NE ROFF Sufficiency
81 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
2550 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
22.001 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
4080 Future ADT Year
2038 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
23497 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X4ft.X22ft. RC BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6206 0471EX H Index
95.1961 Latitude
34:40:04.73 Longitude
-96:47:02.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
23497 Vault Link
http://plansrv1/bridgemaintvault/b23497 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
34.667981 Longitude DD
-96.784119 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23710 x
-10773958.8439556 y
4118852.12918405 |
|||||||||||||||||||||||||||||||||||||
| 23496 | 1112 1815 X | 23496 | Cherokee | S.H. 51 | ROSS BRANCH | 1112 1815 X | (13ft.-17ft.-13ft.)X 10ft.X | 1993 | 35.89339167 | -94.9974 | 44.948 | 0 | — | 3 | 30 | 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 | 14 - Other Principal Arterial (Urban) | B | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23709 BRKEY
23496 NBI No.
23496 On Under
1 Structure No.
1112 1815 X Control No.
012 Lane Ind.
Milepoint
18150 Facility Carried
S.H. 51 Feature Intersected
ROSS BRANCH Division
01 County
021 Location
18.1 MI E WAGONER C/L Sufficiency
69.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1993 ADT Total
7900 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
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12640 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0 Max Measured Clearance
0 Min Measured Clearance
0 NBI Rating
23496 ODOT County
11 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 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1112 1815 X H Index
97.0125 Latitude
35:53:36.21 Longitude
-94:59:50.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
23496 Vault Link
http://plansrv1/bridgemaintvault/b23496 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.89339167 Longitude DD
-94.9974 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
23709 x
-10575062.1946849 y
4285962.12812979 |
|||||||||||||||||||||||||||||||||||||
| 23495 | 1112 1875 X | 23495 | Cherokee | S.H. 51 | ROSS BR. TRIB. | 1112 1875 X | 3-10ft.X 5ft.X 140ft. R.C.BOX WITH 6ft. ADDft.L CURTAIN WALLS | 1993 | 35.89156111 | -94.98770556 | 32.152 | 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 | 14 - Other Principal Arterial (Urban) | B | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23708 BRKEY
23495 NBI No.
23495 On Under
1 Structure No.
1112 1875 X Control No.
012 Lane Ind.
Milepoint
18750 Facility Carried
S.H. 51 Feature Intersected
ROSS BR. TRIB. Division
01 County
021 Location
18.7 MI E WAGONER C/L Sufficiency
69.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1993 ADT Total
7900 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
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12640 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23495 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 5ft.X 140ft. R.C.BOX WITH 6ft. ADDft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1112 1875 X H Index
97.0633 Latitude
35:53:29.62 Longitude
-94:59:15.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
23495 Vault Link
http://plansrv1/bridgemaintvault/b23495 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.89156111 Longitude DD
-94.98770556 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
23708 x
-10573983.0145606 y
4285710.58841787 |
|||||||||||||||||||||||||||||||||||||
| 23494 | 1112 1915 X | 23494 | Cherokee | S.H. 51 | ROSS BRANCH TRIB. | 1112 1915 X | 2-10ft.X 4ft.X 138ft. R.C.BOX WITH 3ft. ADDft.L CURTAIN WALLS | 1993 | 35.890758 | -94.981403 | 32.152 | 0 | — | 2 | 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 | 14 - Other Principal Arterial (Urban) | B | 7700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23707 BRKEY
23494 NBI No.
23494 On Under
1 Structure No.
1112 1915 X Control No.
012 Lane Ind.
Milepoint
19150 Facility Carried
S.H. 51 Feature Intersected
ROSS BRANCH TRIB. Division
01 County
021 Location
19.1 MI E WAGONER C/L Sufficiency
69.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1993 ADT Total
7700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12320 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23494 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 138ft. R.C.BOX WITH 3ft. ADDft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1112 1915 X H Index
97.0109 Latitude
35:53:26.73 Longitude
-94:58:53.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
23494 Vault Link
http://plansrv1/bridgemaintvault/b23494 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.890758 Longitude DD
-94.981403 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
23707 x
-10573281.4167907 y
4285600.23382792 |
|||||||||||||||||||||||||||||||||||||
| 23594 | 1902 1283 X | 23594 | Creek | S.H. 66 | CATFISH CREEK | 1902 1283 X | 3-50ft. P C BEAM SPANS | 1994 | 35.81996389 | -96.41241944 | 151.001 | 42.001 | — | 3 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.1 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23687 BRKEY
23594 NBI No.
23594 On Under
1 Structure No.
1902 1283 X Control No.
002 Lane Ind.
Milepoint
12830 Facility Carried
S.H. 66 Feature Intersected
CATFISH CREEK Division
08 County
037 Location
12.8 MI E LINCOLN C0 Sufficiency
91.1 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1994 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.026 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
21.12662 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
23594 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. P C BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1902 1283 X H Index
98.6419 Latitude
35:49:11.87 Longitude
-96:24:44.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23594 Vault Link
http://plansrv1/bridgemaintvault/b23594 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.81996389 Longitude DD
-96.41241944 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23687 x
-10732581.4382083 y
4275876.8748523 |
|||||||||||||||||||||||||||||||||||||
| 23288 | 3706 0450 X | 23288 | Kingfisher | S.H. 3 & S.H. 33 | LITTLE OTTER CREEK | 3706 0450 X | 50ft.-60ft.-50ft. P.C. BEAM SPANS W/ TR-3 RAILS | 1993 | 35.85044167 | -98.12864444 | 162.001 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23650 BRKEY
23288 NBI No.
23288 On Under
1 Structure No.
3706 0450 X Control No.
006 Lane Ind.
Milepoint
04500 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
LITTLE OTTER CREEK Division
04 County
073 Location
4.5 MI E BLAINE C/L Sufficiency
86.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
162.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
65.865346 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
23288 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. P.C. BEAM SPANS W/ TR-3 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 0450 X H Index
97.4792 Latitude
35:51:01.59 Longitude
-98:07:43.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 & 33 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
23288 Vault Link
http://plansrv1/bridgemaintvault/b23288 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.85044167 Longitude DD
-98.12864444 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23650 x
-10923630.731295 y
4280061.84238837 |
|||||||||||||||||||||||||||||||||||||
| 23287 | 3706 0432 X | 23287 | Kingfisher | S.H. 3 & S.H. 33 | KINGFISHER CREEK | 3706 0432 X | 65ft.-75ft.-65ft. P.C. BM SPANS W/ TR-3 RAILS | 1993 | 35.84900833 | -98.131375 | 207.021 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23649 BRKEY
23287 NBI No.
23287 On Under
1 Structure No.
3706 0432 X Control No.
006 Lane Ind.
Milepoint
04320 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
KINGFISHER CREEK Division
04 County
073 Location
4.4 MI E BLAINE C/L Sufficiency
86.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
207.021 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
65.865346 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
23287 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft.-75ft.-65ft. P.C. BM SPANS W/ TR-3 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 0432 X H Index
97.476 Latitude
35:50:56.43 Longitude
-98:07:52.95 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 & 33 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
23287 Vault Link
http://plansrv1/bridgemaintvault/b23287 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.84900833 Longitude DD
-98.131375 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23649 x
-10923934.6958438 y
4279864.99145074 |
|||||||||||||||||||||||||||||||||||||
| 23370 | 4010 0160 X | 23370 | Le Flore | U.S. 270 | COAL CREEK | 4010 0160 X | (3) 50ft. PC BEAM | 1991 | 34.95135278 | -94.90007222 | 151.001 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23606 BRKEY
23370 NBI No.
23370 On Under
1 Structure No.
4010 0160 X Control No.
010 Lane Ind.
Milepoint
01600 Facility Carried
U.S. 270 Feature Intersected
COAL CREEK Division
02 County
079 Location
1.60 E LATIMER C/L Sufficiency
90.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1991 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
151.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 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
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
54.059293 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
23370 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4010 0160 X H Index
92.0206 Latitude
34:57:04.87 Longitude
-94:54:00.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
066 NBI Text
23370 Vault Link
http://plansrv1/bridgemaintvault/b23370 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.95135278 Longitude DD
-94.90007222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23606 x
-10564227.7157753 y
4157272.1447662 |
|||||||||||||||||||||||||||||||||||||
| 23563 | 3216 1089 X | 23563 | Hughes | S.H. 1 | CREEK | 3216 1089 X | 3-10X12X173ft. RDY RCB | 1994 | 34.96605 | -96.26317222 | 39.042 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23596 BRKEY
23563 NBI No.
23563 On Under
1 Structure No.
3216 1089 X Control No.
016 Lane Ind.
Milepoint
10890 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
03 County
063 Location
0.7 MI W CALVIN Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
16 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
21.12662 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
23563 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X12X173ft. RDY RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3216 1089 X H Index
96.901 Latitude
34:57:57.78 Longitude
-96:15:47.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23563 Vault Link
http://plansrv1/bridgemaintvault/b23563 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.96605 Longitude DD
-96.26317222 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23596 x
-10715967.3136756 y
4159268.43124668 |
|||||||||||||||||||||||||||||||||||||
| 23562 | 6714 1078 X | 23562 | Seminole | S.H. 9 | COON CREEK | 6714 1078 X | 100ft. PREST CONC BM SPAN | 1994 | 35.23105556 | -96.51684722 | 100.066 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23595 BRKEY
23562 NBI No.
23562 On Under
1 Structure No.
6714 1078 X Control No.
014 Lane Ind.
Milepoint
10780 Facility Carried
S.H. 9 Feature Intersected
COON CREEK Division
03 County
133 Location
3 MI W SH 56 Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1994 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 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
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88.8 HS Inv. Rating Method
1 HS Inv. Method
47.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23562 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6714 1078 X H Index
97.0281 Latitude
35:13:51.8 Longitude
-96:31:00.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23562 Vault Link
http://plansrv1/bridgemaintvault/b23562 GIS FO/SD
Meets Standards H Inv. Method
32.6 Latitude DD
35.23105556 Longitude DD
-96.51684722 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23595 x
-10744206.2855026 y
4195325.17240582 |
|||||||||||||||||||||||||||||||||||||
| 23640 | 5571 0959SX | 23640 | Oklahoma | I-240 | AIR DEPOT E.B. UNDER | 5571 0959SX | 35ft.-100ft.-35ft. P.C. BEAM SPANS W/ SLOPED FACE PARAPETS | 1994 | 35.388686 | -97.406208 | 172.001 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 15050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23572 BRKEY
23640 NBI No.
23640 On Under
1 Structure No.
5571 0959SX Control No.
071 Lane Ind.
S Milepoint
09590 Facility Carried
I-240 Feature Intersected
AIR DEPOT E.B. UNDER Division
04 County
109 Location
5.1 MI E OF JCT I35 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1994 ADT Total
15050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
172.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24080 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1806 Min Measured Clearance
1711 NBI Rating
23640 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-100ft.-35ft. P.C. BEAM SPANS W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0959SX H Index
97.754 Latitude
35:23:19.27 Longitude
-97:24:22.35 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23640 Vault Link
http://plansrv1/bridgemaintvault/b23640 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.388686 Longitude DD
-97.406208 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
23572 x
-10843209.4746637 y
4216828.2774585 |
|||||||||||||||||||||||||||||||||||||
| 23639 | 5571 0959NX | 23639 | Oklahoma | I-240 | AIR DEPOT W.B. UNDER | 5571 0959NX | 35ft.-100ft.-35ft. P. C. BEAM SPANS W/ SLOPED FACE PARAPETS | 1994 | 35.389083 | -97.406194 | 172.001 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 17150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23571 BRKEY
23639 NBI No.
23639 On Under
1 Structure No.
5571 0959NX Control No.
071 Lane Ind.
N Milepoint
09590 Facility Carried
I-240 Feature Intersected
AIR DEPOT W.B. UNDER Division
04 County
109 Location
5.1 MI E OF JCT I35 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1994 ADT Total
17150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
172.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27440 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1802 Min Measured Clearance
1701 NBI Rating
23639 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-100ft.-35ft. P. C. BEAM SPANS W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0959NX H Index
97.6239 Latitude
35:23:20.7 Longitude
-97:24:22.3 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23639 Vault Link
http://plansrv1/bridgemaintvault/b23639 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.389083 Longitude DD
-97.406194 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
23571 x
-10843207.9161908 y
4216882.48705206 |
|||||||||||||||||||||||||||||||||||||
| 23638 | 7712 0659SX | 23638 | Woodward | U.S. 412 | N. CANADIAN RIVER O'FLOW | 7712 0659SX | 5-100ft. PCBM SPS | 1992 | 36.436892 | -99.2733 | 500 | 40.026 | — | 5 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23570 BRKEY
23638 NBI No.
23638 On Under
1 Structure No.
7712 0659SX Control No.
012 Lane Ind.
S Milepoint
06590 Facility Carried
U.S. 412 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
06 County
153 Location
6.5 MI E JCT US 183 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
37.73 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
1992 ADT Total
2950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
500 Deck Width
40.026 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.2 HS Inv. Rating Method
1 HS Inv. Method
33.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
23638 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-100ft. PCBM SPS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7712 0659SX H Index
90.5037 Latitude
36:26:12.81 Longitude
-99:16:23.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 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
23638 Vault Link
http://plansrv1/bridgemaintvault/b23638 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
36.436892 Longitude DD
-99.2733 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23570 x
-11051053.2053679 y
4360904.7631458 |
|||||||||||||||||||||||||||||||||||||
| 23637 | 7712 0622SX | 23637 | Woodward | U.S. 412 | N. CANADIAN RIVER | 7712 0622SX | 70,8-100ft. PCBM SPS | 1992 | 36.436633 | -99.279875 | 873 | 40 | — | 9 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23569 BRKEY
23637 NBI No.
23637 On Under
1 Structure No.
7712 0622SX Control No.
012 Lane Ind.
S Milepoint
06220 Facility Carried
U.S. 412 Feature Intersected
N. CANADIAN RIVER Division
06 County
153 Location
6.2 E JCT US 183 Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 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
1992 ADT Total
2950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
873 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.4 HS Inv. Rating Method
1 HS Inv. Method
31.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
23637 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70,8-100ft. PCBM SPS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7712 0622SX H Index
98.7547 Latitude
36:26:11.88 Longitude
-99:16:47.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 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
23637 Vault Link
http://plansrv1/bridgemaintvault/b23637 GIS FO/SD
Meets Standards H Inv. Method
21.7 Latitude DD
36.436633 Longitude DD
-99.279875 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23569 x
-11051785.1310198 y
4360868.92562362 |
|||||||||||||||||||||||||||||||||||||
| 23636 | 7712 0587SX | 23636 | Woodward | U.S. 412 | N. CANADIAN RIVER O'FLOW | 7712 0587SX | 60,5-100,60ft. PCBM SPS | 1992 | 36.436381 | -99.286217 | 623.031 | 40.026 | — | 7 | 0 | 2 | 37.008 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23568 BRKEY
23636 NBI No.
23636 On Under
1 Structure No.
7712 0587SX Control No.
012 Lane Ind.
S Milepoint
05870 Facility Carried
U.S. 412 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
06 County
153 Location
5.8 MI E JCT US 183 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
37.73 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
1992 ADT Total
2950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
37.008 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
623.031 Deck Width
40.026 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.9 HS Inv. Rating Method
1 HS Inv. Method
40.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
23636 ODOT County
77 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
60,5-100,60ft. PCBM SPS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7712 0587SX H Index
90.6687 Latitude
36:26:10.97 Longitude
-99:17:10.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 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
23636 Vault Link
http://plansrv1/bridgemaintvault/b23636 GIS FO/SD
Meets Standards H Inv. Method
29.3 Latitude DD
36.436381 Longitude DD
-99.286217 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23568 x
-11052491.1192305 y
4360834.05679793 |