ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 24056 | 4402 0441EX | 24056 | McClain | U.S. 62 | N. FORK WALNUT CR. O'FLO | 4402 0441EX | 50ft.-70ft.-50ft. PC SPANS | 1995 | 35.16569444 | -97.61196389 | 171.916 | 40.682 | — | 3 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Very good (8) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24476 BRKEY
24056 NBI No.
24056 On Under
1 Structure No.
4402 0441EX Control No.
002 Lane Ind.
E Milepoint
04410 Facility Carried
U.S. 62 Feature Intersected
N. FORK WALNUT CR. O'FLO Division
03 County
087 Location
4.3 MI.NE. GRADY CL Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 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
06 - Minor Arterial (Rural) Year Built
1995 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
171.916 Deck Width
40.682 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
8 Super Rating
8 Sub Rating
6 Chan. Rating
6 Culv. Rating
N 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
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24056 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-70ft.-50ft. PC SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4402 0441EX H Index
98.6472 Latitude
35:09:56.5 Longitude
-97:36:43.07 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
-1 NBI Text
24056 Vault Link
http://plansrv1/bridgemaintvault/b24056 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.16569444 Longitude DD
-97.61196389 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24476 x
-10866114.1155662 y
4186421.21689651 |
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| 24337 | 5802 1703 X | 24337 | Ottawa | U.S. 59 | BNSF R.R. UNDER | 5802 1703 X | 76' 6 & 1/4"" X 75' 00"" X 76' 6 &1/4"" PCB SPANS - 40 | 1996 | 36.85545278 | -94.90394167 | 228.04 | 42.166 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | 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 | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24470 BRKEY
24337 NBI No.
24337 On Under
1 Structure No.
5802 1703 X Control No.
002 Lane Ind.
Milepoint
17030 Facility Carried
U.S. 59 Feature Intersected
BNSF R.R. UNDER Division
08 County
115 Location
.2 MI. S JCT US59 & SH10 Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
2 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
1996 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
30 Underclearance Left
30 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
228.04 Deck Width
42.166 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.5 HS Inv. Rating Method
1 HS Inv. Method
42.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24337 ODOT County
58 Nav. Control
N 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
76' 6 & 1/4"" X 75' 00"" X 76' 6 &1/4"" PCB SPANS - 40 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5802 1703 X H Index
98.2149 Latitude
36:51:19.63 Longitude
-94:54:14.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
2 NBI Text
24337 Vault Link
http://plansrv1/bridgemaintvault/b24337 GIS FO/SD
Meets Standards H Inv. Method
30.5 Latitude DD
36.85545278 Longitude DD
-94.90394167 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24470 x
-10564658.4609789 y
4418977.87486961 |
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| 24048 | 6356 0020 X | 24048 | Pottawatomie | S.H. 102 | CREEK | 6356 0020 X | 28ft.-35ft.-28ft. SLAB SPA | 1995 | 35.43963333 | -97.09182778 | 90.879 | 34.121 | — | 3 | 15 | 2 | 32.152 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | 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 | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24450 BRKEY
24048 NBI No.
24048 On Under
1 Structure No.
6356 0020 X Control No.
056 Lane Ind.
Milepoint
00200 Facility Carried
S.H. 102 Feature Intersected
CREEK Division
03 County
125 Location
0.2 MI N OF SH 270 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00102 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
1995 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
90.879 Deck Width
34.121 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
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
35.715 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24048 ODOT County
63 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
28ft.-35ft.-28ft. SLAB SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6356 0020 X H Index
98.6025 Latitude
35:26:22.68 Longitude
-97:05:30.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 102 Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24048 Vault Link
http://plansrv1/bridgemaintvault/b24048 GIS FO/SD
Meets Standards H Inv. Method
16.204 Latitude DD
35.43963333 Longitude DD
-97.09182778 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24450 x
-10808212.8286578 y
4223787.2201536 |
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| 24350 | 4322 0000 X | 24350 | Love | S.H. 89 | RED RIVER | 4322 0000 X | 28-100ft. CONT. P.C. BEAM SPANS | 1994 | 33.911664 | -97.5101 | 2800 | 42 | — | 28 | 20 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete precast panels (2) | Open, no restriction (A) | 98.5 | 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 | 320 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24447 BRKEY
24350 NBI No.
24350 On Under
1 Structure No.
4322 0000 X Control No.
022 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 89 Feature Intersected
RED RIVER Division
07 County
085 Location
TEX-OK S/L Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00089 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
320 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
28 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
2 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
2800 Deck Width
42 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
5 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 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
512 Future ADT Year
2042 Bypass Detour
50 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24350 ODOT County
43 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
28-100ft. CONT. P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4322 0000 X H Index
1 Latitude
33:54:41.99 Longitude
-97:30:36.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 89 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
24350 Vault Link
http://plansrv1/bridgemaintvault/b24350 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
33.911664 Longitude DD
-97.5101 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24447 x
-10854774.6792012 y
4016946.81808374 |
|||||||||||||||||||||||||||||||||||||
| 24239 | 5532 0170 X | 24239 | Oklahoma | S.H. 270 | WHITE TURKEY CREEK | 5532 0170 X | 3-10ft.X 12ft. X 96.5 RDWY ft. R.C. BOX | 1993 | 35.467228 | -97.159358 | 38.99 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24437 BRKEY
24239 NBI No.
24239 On Under
1 Structure No.
5532 0170 X Control No.
032 Lane Ind.
Milepoint
01700 Facility Carried
S.H. 270 Feature Intersected
WHITE TURKEY CREEK Division
04 County
109 Location
1.7 MI S OF JCT US62 Sufficiency
83.6 Kind Hwy
3 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
65.997 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
5100 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
68.002 Span Type Main
M Material
1 - Concrete Design
19 Length
38.99 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
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
8160 Future ADT Year
2042 Bypass Detour
3 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
24239 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft. X 96.5 RDWY ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5532 0170 X H Index
97.6428 Latitude
35:28:02.02 Longitude
-97:09:33.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
24239 Vault Link
http://plansrv1/bridgemaintvault/b24239 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.467228 Longitude DD
-97.159358 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
24437 x
-10815730.2583614 y
4227558.24003928 |
|||||||||||||||||||||||||||||||||||||
| 24331 | 7250 0039NX | 24331 | Tulsa | S.H. 20 | BIRD CREEK | 7250 0039NX | 50ft.,3-100ft.,50ft. PREST | 1996 | 36.366725 | -95.98456389 | 402 | 42 | — | 5 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24422 BRKEY
24331 NBI No.
24331 On Under
1 Structure No.
7250 0039NX Control No.
050 Lane Ind.
N Milepoint
00390 Facility Carried
S.H. 20 Feature Intersected
BIRD CREEK Division
08 County
143 Location
0.5 MI E JCT SH 11 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00020 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
06 - Minor Arterial (Rural) Year Built
1996 ADT Total
5650 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 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
0 Appr. Roadway Width
35 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
402 Deck Width
42 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
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.8 HS Inv. Rating Method
1 HS Inv. Method
43.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9040 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24331 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,3-100ft.,50ft. PREST Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7250 0039NX H Index
98.8931 Latitude
36:22:00.21 Longitude
-95:59:04.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
24331 Vault Link
http://plansrv1/bridgemaintvault/b24331 GIS FO/SD
Meets Standards H Inv. Method
30.6 Latitude DD
36.366725 Longitude DD
-95.98456389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24422 x
-10684952.7762492 y
4351200.2064287 |
|||||||||||||||||||||||||||||||||||||
| 24330 | 7246 0043 X | 24330 | Tulsa | S.H. 20 | CREEK | 7246 0043 X | 13-17-13X7X76 R C BW | 1996 | 36.36835278 | -95.99355833 | 46 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 11500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24421 BRKEY
24330 NBI No.
24330 On Under
1 Structure No.
7246 0043 X Control No.
046 Lane Ind.
Milepoint
00430 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
143 Location
0.4 MI E OSAGE C/L Sufficiency
66 Kind Hwy
3 Level Service
1 Route No.
00020 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
02 - Principal Arterial Other (Rural) Year Built
1996 ADT Total
11500 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
FG Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
46 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.4 HS Inv. Rating Method
1 HS Inv. Method
54.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18400 Future ADT Year
2042 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24330 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
4 Rt. Curb SW
4 Description
13-17-13X7X76 R C BW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7246 0043 X H Index
100 Latitude
36:22:06.07 Longitude
-95:59:36.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
24330 Vault Link
http://plansrv1/bridgemaintvault/b24330 GIS FO/SD
Meets Standards H Inv. Method
30.2 Latitude DD
36.36835278 Longitude DD
-95.99355833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24421 x
-10685954.03273 y
4351425.2398597 |
|||||||||||||||||||||||||||||||||||||
| 24232 | 0808 0575 X | 24232 | Caddo | U.S. 277 | SLWC R.R. UNDER | 0808 0575 X | 3-65ft. PC BEAM SPAN S | 1995 | 34.91599444 | -98.17583333 | 199.147 | 42.001 | — | 3 | 42 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | 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) | C | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24412 BRKEY
24232 NBI No.
24232 On Under
1 Structure No.
0808 0575 X Control No.
008 Lane Ind.
Milepoint
05750 Facility Carried
U.S. 277 Feature Intersected
SLWC R.R. UNDER Division
07 County
015 Location
.7N & .8E JCT US277/SH19 Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
2 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
1995 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
42 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
11.499 Underclearance Left
11.601 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
199.147 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
6 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
1.864114 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
-1 Min Measured Clearance
-1 NBI Rating
24232 ODOT County
08 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
3-65ft. PC BEAM SPAN S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0808 0575 X H Index
95.2686 Latitude
34:54:57.58 Longitude
-98:10:33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
111 NBI Text
24232 Vault Link
http://plansrv1/bridgemaintvault/b24232 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.91599444 Longitude DD
-98.17583333 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24412 x
-10928883.7745009 y
4152470.97591058 |
|||||||||||||||||||||||||||||||||||||
| 24130 | 4318 0199 X | 24130 | Love | S.H. 96 | WALNUT CREEK | 4318 0199 X | 13ft. - 17ft. - 13ft. X 58ft. RCB | 1995 | 33.911725 | -97.28295278 | 44.948 | 57.999 | — | 3 | 0 | 2 | 56.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 320 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24406 BRKEY
24130 NBI No.
24130 On Under
1 Structure No.
4318 0199 X Control No.
018 Lane Ind.
Milepoint
01990 Facility Carried
S.H. 96 Feature Intersected
WALNUT CREEK Division
07 County
085 Location
2.0 MI S JCT SH32 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00096 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.001 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
1995 ADT Total
320 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
56.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
57.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
512 Future ADT Year
2042 Bypass Detour
9.941939 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
24130 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13ft. - 17ft. - 13ft. X 58ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4318 0199 X H Index
98.8622 Latitude
33:54:42.21 Longitude
-97:16:58.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 96 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
033 NBI Text
24130 Vault Link
http://plansrv1/bridgemaintvault/b24130 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
33.911725 Longitude DD
-97.28295278 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24406 x
-10829488.7663357 y
4016955.00039703 |
|||||||||||||||||||||||||||||||||||||
| 24321 | 3004 0163 X | 24321 | Harper | U.S. 64 | BUFFALO CREEK | 3004 0163 X | 7-90ft. PC BEAM SPANS | 1995 | 36.84854444 | -99.62418611 | 631.89 | 42.323 | — | 7 | 0 | 2 | 40.098 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24394 BRKEY
24321 NBI No.
24321 On Under
1 Structure No.
3004 0163 X Control No.
004 Lane Ind.
Milepoint
01630 Facility Carried
U.S. 64 Feature Intersected
BUFFALO CREEK Division
06 County
059 Location
1.6NE OF JCT US64W/US183 Sufficiency
87.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.098 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
1995 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
40.098 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
631.89 Deck Width
42.323 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
7 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 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
77.050027 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
24321 ODOT County
30 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
7-90ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3004 0163 X H Index
96.3913 Latitude
36:50:54.76 Longitude
-99:37:27.07 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
24321 Vault Link
http://plansrv1/bridgemaintvault/b24321 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.84854444 Longitude DD
-99.62418611 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24394 x
-11090113.6684595 y
4418016.80888337 |
|||||||||||||||||||||||||||||||||||||
| 24231 | 0808 0500 X | 24231 | Caddo | U.S. 277 | CREEK | 0808 0500 X | 2-10ft.X 12ft.X 158ft. R.C.BOX SK.20 DEG. | 1995 | 34.91241667 | -98.189925 | 24.934 | 0 | — | 2 | 20 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24393 BRKEY
24231 NBI No.
24231 On Under
1 Structure No.
0808 0500 X Control No.
008 Lane Ind.
Milepoint
05000 Facility Carried
U.S. 277 Feature Intersected
CREEK Division
07 County
015 Location
.6N & .5E JCT US277/SH19 Sufficiency
99.7 Kind Hwy
2 Level Service
1 Route No.
00277 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
1995 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
24.934 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
1.864114 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
24231 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 12ft.X 158ft. R.C.BOX SK.20 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0808 0500 X H Index
83.5 Latitude
34:54:44.7 Longitude
-98:11:23.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
110 NBI Text
24231 Vault Link
http://plansrv1/bridgemaintvault/b24231 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.91241667 Longitude DD
-98.189925 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24393 x
-10930452.4520297 y
4151985.27995999 |
|||||||||||||||||||||||||||||||||||||
| 24226 | 1737T1691 X | 24226 | Cotton | BAILEY B TP (I-44) | CREEK | 1737T0510 X | 2-10ft.X 9ft. RC BOX, SK 45 RF | 1964 | 34.39718611 | -98.40925556 | 29.701 | 132.001 | — | 2 | 45 | 4 | 130 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 7700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24388 BRKEY
24226 NBI No.
24226 On Under
1 Structure No.
1737T1691 X Control No.
037 Lane Ind.
Milepoint
16910 Facility Carried
BAILEY B TP (I-44) Feature Intersected
CREEK Division
07 County
033 Location
T P BR. NO.07.92 Sufficiency
90.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
7700 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
130 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
29.701 Deck Width
132.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
150.4 HS Inv. Rating Method
1 HS Inv. Method
90 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12320 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24226 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 9ft. RC BOX, SK 45 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0510 X H Index
97.4999 Latitude
34:23:49.87 Longitude
-98:24:33.32 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.92 NBI Text
24226 Vault Link
http://plansrv1/bridgemaintvault/b24226 GIS FO/SD
Meets Standards H Inv. Method
65.4 Latitude DD
34.39718611 Longitude DD
-98.40925556 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24388 x
-10954868.2182843 y
4082259.92293041 |
|||||||||||||||||||||||||||||||||||||
| 24127 | 0102 1267 X | 24127 | Adair | U.S. 59 | STILWELL BR. CANEY CREEK | 0102 1267 X | 3-8ft.X 5ft.X 99ft. R.C.BOX | 1996 | 35.80738056 | -94.62780278 | 27.999 | 98 | — | 3 | 0 | 4 | 80 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24385 BRKEY
24127 NBI No.
24127 On Under
1 Structure No.
0102 1267 X Control No.
002 Lane Ind.
Milepoint
12670 Facility Carried
U.S. 59 Feature Intersected
STILWELL BR. CANEY CREEK Division
01 County
001 Location
12.67 MI.N.SEQUOYAH CL Sufficiency
84.3 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80.03 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
1996 ADT Total
9000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
80 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 Deck Width
98 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14400 Future ADT Year
2042 Bypass Detour
60.273005 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
-1 Min Measured Clearance
-1 NBI Rating
24127 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 5ft.X 99ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0102 1267 X H Index
98.35 Latitude
35:48:26.57 Longitude
-94:37:40.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
24127 NBI Text
24127 Vault Link
http://plansrv1/bridgemaintvault/b24127 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.80738056 Longitude DD
-94.62780278 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24385 x
-10533918.8203559 y
4274149.50023916 |
|||||||||||||||||||||||||||||||||||||
| 24126 | 0102 1232 X | 24126 | Adair | U.S. 59 | KANSAS CITY SOUTHERN R.R | 0102 1232 X | 2-103'. - 91' P.C.B. SPANS SK.40 DEG 21ft.21ft. ft. RF W/ SFP-1 PARAPET, 68ft. CLR.RDY. | 1998 | 35.80156111 | -94.62780833 | 302.3 | 68 | — | 3 | 50 | 4 | 68 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.3 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8000 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
24384 BRKEY
24126 NBI No.
24126 On Under
1 Structure No.
0102 1232 X Control No.
002 Lane Ind.
Milepoint
12320 Facility Carried
U.S. 59 Feature Intersected
KANSAS CITY SOUTHERN R.R Division
01 County
001 Location
12.24 MI N SEQUOYAH CO Sufficiency
71.3 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
68 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
1998 ADT Total
8000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
50 No. Main Spans
3 Road Width
68 Ref. Underclearance Rt.
R Underclearance Right
11.8 Underclearance Left
10.1 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.3 Deck Width
68 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
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
124.7 HS Inv. Rating Method
1 HS Inv. Method
74.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
60.3 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
-1 Min Measured Clearance
-1 NBI Rating
24126 ODOT County
01 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-103'. - 91' P.C.B. SPANS SK.40 DEG 21ft.21ft. ft. RF W/ SFP-1 PARAPET, 68ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0102 1232 X H Index
89.9013 Latitude
35:48:05.62 Longitude
-94:37:40.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
24126 NBI Text
24126 Vault Link
http://plansrv1/bridgemaintvault/b24126 GIS FO/SD
Meets Standards H Inv. Method
50.2 Latitude DD
35.80156111 Longitude DD
-94.62780833 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24384 x
-10533919.4381791 y
4273350.72872728 |
|||||||||||||||||||||||||||||||||||||
| 24033 | 4728 0575 X | 24033 | Major | S.H. 58 | SAND CREEK | 4728 0575 X | 3-95ft. PC BEAM SPANS. | 1997 | 36.23254167 | -98.47689722 | 290.026 | 46.299 | — | 3 | 45 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24381 BRKEY
24033 NBI No.
24033 On Under
1 Structure No.
4728 0575 X Control No.
028 Lane Ind.
Milepoint
05750 Facility Carried
S.H. 58 Feature Intersected
SAND CREEK Division
06 County
093 Location
2.0 MI S JCT US 60 Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00058 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
06 - Minor Arterial (Rural) Year Built
1997 ADT Total
2000 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
0 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
290.026 Deck Width
46.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24033 ODOT County
47 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
3-95ft. PC BEAM SPANS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4728 0575 X H Index
97.8348 Latitude
36:13:57.15 Longitude
-98:28:36.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 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
24033 Vault Link
http://plansrv1/bridgemaintvault/b24033 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.23254167 Longitude DD
-98.47689722 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24381 x
-10962398.0534319 y
4332666.1046022 |
|||||||||||||||||||||||||||||||||||||
| 24032 | 7408R0751 X | 24032 | Washington | U.S. 75 | POST OAK CREEK | 7408R0751 X | 48.5ft. CONC. GIRDER SPAN WITH 5ft. OF FILL ON THE FLOOR | 1968 | 36.83666667 | -95.935 | 58.071 | 56.001 | — | 1 | 0 | 2 | 43.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
24380 BRKEY
24032 NBI No.
24032 On Under
1 Structure No.
7408R0751 X Control No.
008 Lane Ind.
Milepoint
07510 Facility Carried
U.S. 75 Feature Intersected
POST OAK CREEK Division
08 County
147 Location
7.5 MI N JCT US 60 E Sufficiency
94.2 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
7500 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
05 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
02 Length
58.071 Deck Width
56.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 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
7 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
7200 Future ADT Year
2017 Bypass Detour
3.106856 School Bus Rte.
1 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
24032 ODOT County
74 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
48.5ft. CONC. GIRDER SPAN WITH 5ft. OF FILL ON THE FLOOR Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7408R0751 X H Index
-1 Latitude
36:50:12 Longitude
-95:56:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 75 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
24032 Vault Link
http://plansrv1/bridgemaintvault/b24032 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.83666667 Longitude DD
-95.935 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24380 x
-10679435.3492527 y
4416364.61480511 |
|||||||||||||||||||||||||||||||||||||
| 24029 | 7274 0550NX | 24029 | Tulsa | S.H. 67 WB | CREEK | 7274 0550NX | 100ft. P C B SPAN | 1994 | 35.94454444 | -95.93136667 | 100.066 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | 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 | 16 - Minor Arterial (Urban) | B | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24377 BRKEY
24029 NBI No.
24029 On Under
1 Structure No.
7274 0550NX Control No.
074 Lane Ind.
N Milepoint
05500 Facility Carried
S.H. 67 WB Feature Intersected
CREEK Division
08 County
143 Location
5.5 MI E CREEK C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00067 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1994 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 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.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.3 HS Inv. Rating Method
1 HS Inv. Method
43.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24029 ODOT County
72 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
100ft. P C B SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7274 0550NX H Index
97.4893 Latitude
35:56:40.36 Longitude
-95:55:52.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 67 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
24029 Vault Link
http://plansrv1/bridgemaintvault/b24029 GIS FO/SD
Meets Standards H Inv. Method
29.9 Latitude DD
35.94454444 Longitude DD
-95.93136667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
24377 x
-10679030.8888072 y
4292993.45300958 |
|||||||||||||||||||||||||||||||||||||
| 24028 | 7274 0550SX | 24028 | Tulsa | S.H. 67 EB | CREEK | 7274 0550SX | 100ft. PC BEAM SPAN | 1994 | 35.94424722 | -95.93136389 | 100.066 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | 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 | 16 - Minor Arterial (Urban) | B | 3950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24376 BRKEY
24028 NBI No.
24028 On Under
1 Structure No.
7274 0550SX Control No.
074 Lane Ind.
S Milepoint
05500 Facility Carried
S.H. 67 EB Feature Intersected
CREEK Division
08 County
143 Location
5.5 MI E CREEK C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00067 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1994 ADT Total
3950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 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.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.3 HS Inv. Rating Method
1 HS Inv. Method
43.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6320 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24028 ODOT County
72 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
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7274 0550SX H Index
97.4893 Latitude
35:56:39.29 Longitude
-95:55:52.91 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 67 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
24028 Vault Link
http://plansrv1/bridgemaintvault/b24028 GIS FO/SD
Meets Standards H Inv. Method
29.9 Latitude DD
35.94424722 Longitude DD
-95.93136389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
24376 x
-10679030.579339 y
4292952.58479254 |
|||||||||||||||||||||||||||||||||||||
| 24320 | 7283 0362 XR | 24320 | Tulsa | U.S. 169 RAMP | CREEK | 7283 0362 XR | 3-10ft.X 5ft.X 108ft. R.C.BOX | 1990 | 36.05966389 | -95.85839722 | 32.999 | 0 | — | 3 | 0 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 22500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24375 BRKEY
24320 NBI No.
24320 On Under
1 Structure No.
7283 0362 XR Control No.
083 Lane Ind.
Milepoint
03620 Facility Carried
U.S. 169 RAMP Feature Intersected
CREEK Division
08 County
143 Location
165' S OF 71ST STREET Sufficiency
91.7 Kind Hwy
2 Level Service
7 Route No.
00169 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1990 ADT Total
22500 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
1 Fill RCB
10 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
32.999 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
36000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24320 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 5ft.X 108ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7283 0362 XR H Index
97.4616 Latitude
36:03:34.79 Longitude
-95:51:30.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 RAMP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
24320 Vault Link
http://plansrv1/bridgemaintvault/b24320 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.05966389 Longitude DD
-95.85839722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24375 x
-10670907.9667897 y
4308834.13994658 |
|||||||||||||||||||||||||||||||||||||
| 24319 | 7283 0362 X | 24319 | Tulsa | U.S. 169 | CREEK | 7283 0362 X | 3-10ft.X 5ft.X 355ft. R.C.BOX | 1990 | 36.05986944 | -95.85885556 | 32.999 | 0 | — | 3 | 30 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 99400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24374 BRKEY
24319 NBI No.
24319 On Under
1 Structure No.
7283 0362 X Control No.
083 Lane Ind.
Milepoint
03620 Facility Carried
U.S. 169 Feature Intersected
CREEK Division
08 County
143 Location
165' S OF 71ST STREET Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
73.999 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
1990 ADT Total
99400 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
6 Fill RCB
25 Appr. Roadway Width
73.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.999 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
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
159040 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24319 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 5ft.X 355ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0362 X H Index
91.7675 Latitude
36:03:35.53 Longitude
-95:51:31.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24319 Vault Link
http://plansrv1/bridgemaintvault/b24319 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.05986944 Longitude DD
-95.85885556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24374 x
-10670958.9889652 y
4308862.4447765 |
|||||||||||||||||||||||||||||||||||||
| 24318 | 7283 0132WX | 24318 | Tulsa | U.S. 169 | LHAIKEY CREEK&BIKE PATH | 7283 0132WX | 3 95ft. PC BEAM SPAN | 1990 | 36.02789444 | -95.86433889 | 289.042 | 70.997 | — | 3 | 0 | 3 | 67.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 43750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24373 BRKEY
24318 NBI No.
24318 On Under
1 Structure No.
7283 0132WX Control No.
083 Lane Ind.
W Milepoint
01320 Facility Carried
U.S. 169 Feature Intersected
LHAIKEY CREEK&BIKE PATH Division
08 County
143 Location
1.3 MI E TURNPIKE Sufficiency
98.6 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
67.999 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
1990 ADT Total
43750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
67.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
289.042 Deck Width
70.997 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
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.6 HS Inv. Rating Method
1 HS Inv. Method
42.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
70000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24318 ODOT County
72 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
3 95ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0132WX H Index
98.4755 Latitude
36:01:40.42 Longitude
-95:51:51.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
24318 Vault Link
http://plansrv1/bridgemaintvault/b24318 GIS FO/SD
Meets Standards H Inv. Method
27.9 Latitude DD
36.02789444 Longitude DD
-95.86433889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24373 x
-10671569.3904686 y
4304460.28310657 |
|||||||||||||||||||||||||||||||||||||
| 24317 | 7283 0132EX | 24317 | Tulsa | U.S. 169 | L HAIKEY CR & BIKE TRAIL | 7283 0132EX | 3 95ft. PC BEAM SPAN | 1990 | 36.02760556 | -95.86398611 | 289.042 | 61.001 | — | 3 | 0 | 2 | 57.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 43300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24372 BRKEY
24317 NBI No.
24317 On Under
1 Structure No.
7283 0132EX Control No.
083 Lane Ind.
E Milepoint
01320 Facility Carried
U.S. 169 Feature Intersected
L HAIKEY CR & BIKE TRAIL Division
08 County
143 Location
1.3 MI E TURNPIKE Sufficiency
99.6 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
57.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1990 ADT Total
43300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
57.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
289.042 Deck Width
61.001 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
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.6 HS Inv. Rating Method
1 HS Inv. Method
42.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
69280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24317 ODOT County
72 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
3 95ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0132EX H Index
99.7804 Latitude
36:01:39.38 Longitude
-95:51:50.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
24317 Vault Link
http://plansrv1/bridgemaintvault/b24317 GIS FO/SD
Meets Standards H Inv. Method
27.9 Latitude DD
36.02760556 Longitude DD
-95.86398611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24372 x
-10671530.1191786 y
4304420.51966722 |
|||||||||||||||||||||||||||||||||||||
| 24316 | 7283 0365 X | 24316 | Tulsa | U.S. 169 | E 71 ST S UNDER | 7283 0365 X | 107-107 PRESTRESSED | 1991 | 36.06060833 | -95.85915 | 214.5 | 139 | — | 2 | 0 | 6 | 67 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 99400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24371 BRKEY
24316 NBI No.
24316 On Under
1 Structure No.
7283 0365 X Control No.
083 Lane Ind.
Milepoint
03650 Facility Carried
U.S. 169 Feature Intersected
E 71 ST S UNDER Division
08 County
143 Location
S 71 ST & US 169 Sufficiency
66 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67 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
99400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
67 Ref. Underclearance Rt.
H Underclearance Right
22.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
67 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
214.5 Deck Width
139 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
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
107.1 HS Inv. Rating Method
1 HS Inv. Method
45.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
159040 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1706 Min Measured Clearance
1609 NBI Rating
24316 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
107-107 PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0365 X H Index
99.7405 Latitude
36:03:38.19 Longitude
-95:51:32.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24316 Vault Link
http://plansrv1/bridgemaintvault/b24316 GIS FO/SD
FO H Inv. Method
29.8 Latitude DD
36.06060833 Longitude DD
-95.85915 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24371 x
-10670991.765876 y
4308964.19267867 |
|||||||||||||||||||||||||||||||||||||
| 24315 | 7283 0265 X | 24315 | Tulsa | U.S. 169 | E 81 ST S UNDER | 7283 0265 X | 106-106 PRESTRESSED | 1991 | 36.04608611 | -95.85895 | 214.5 | 138.999 | — | 2 | 0 | 8 | 67 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 99400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24370 BRKEY
24315 NBI No.
24315 On Under
1 Structure No.
7283 0265 X Control No.
083 Lane Ind.
Milepoint
02650 Facility Carried
U.S. 169 Feature Intersected
E 81 ST S UNDER Division
08 County
143 Location
S 81 ST & US 169 Sufficiency
65 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67 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
99400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
67 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
67 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
214.5 Deck Width
138.999 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
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101.4 HS Inv. Rating Method
1 HS Inv. Method
44.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
159040 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1705 Min Measured Clearance
1700 NBI Rating
24315 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
106-106 PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0265 X H Index
99.0871 Latitude
36:02:45.91 Longitude
-95:51:32.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24315 Vault Link
http://plansrv1/bridgemaintvault/b24315 GIS FO/SD
FO H Inv. Method
29.2 Latitude DD
36.04608611 Longitude DD
-95.85895 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24370 x
-10670969.5019779 y
4306964.60405779 |
|||||||||||||||||||||||||||||||||||||
| 24314 | 7283 0101 X | 24314 | Tulsa | MINGO RD. | U.S. 169 UNDER | 7283 0101 X | 130-145 CONTINUOUS P | 1990 | 36.02521944 | -95.86860278 | 277.887 | 90.312 | — | 2 | 20 | 4 | 67.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24351 BRKEY
24314 NBI No.
24314 On Under
1 Structure No.
7283 0101 X Control No.
Lane Ind.
Milepoint
Facility Carried
MINGO RD. Feature Intersected
U.S. 169 UNDER Division
08 County
143 Location
S 91 ST & US 169 Sufficiency
96.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
60 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1990 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
67.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
27.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
277.887 Deck Width
90.312 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.6 HS Inv. Rating Method
1 HS Inv. Method
43.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1802 Min Measured Clearance
1700 NBI Rating
24314 ODOT County
72 Nav. Control
N 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
10 Rt. Curb SW
7.999 Description
130-145 CONTINUOUS P Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0101 X H Index
96.7907 Latitude
36:01:30.79 Longitude
-95:52:06.97 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
MINGO RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24314 Vault Link
http://plansrv1/bridgemaintvault/b24314 GIS FO/SD
Meets Standards H Inv. Method
25.2 Latitude DD
36.02521944 Longitude DD
-95.86860278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
24351 x
-10672044.0445322 y
4304092.08319838 |
|||||||||||||||||||||||||||||||||||||
| 24313 | 7283 0164WX | 24313 | Tulsa | U.S. 169 SB | E 91 ST S UNDER | 7283 0164WX | 108-109 PRESTRESSED | 1991 | 36.03162222 | -95.86104167 | 216.708 | 61.001 | — | 2 | 24 | 2 | 57.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 49700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24350 BRKEY
24313 NBI No.
24313 On Under
1 Structure No.
7283 0164WX Control No.
083 Lane Ind.
W Milepoint
01640 Facility Carried
U.S. 169 SB Feature Intersected
E 91 ST S UNDER Division
08 County
143 Location
S 91 ST & US 169 Sufficiency
97.6 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.999 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
49700 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
2 Road Width
57.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
17.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
57.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
216.708 Deck Width
61.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100.6 HS Inv. Rating Method
1 HS Inv. Method
43.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
79520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
2102 Min Measured Clearance
2007 NBI Rating
24313 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
108-109 PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0164WX H Index
97.6476 Latitude
36:01:53.84 Longitude
-95:51:39.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 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
24313 Vault Link
http://plansrv1/bridgemaintvault/b24313 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.03162222 Longitude DD
-95.86104167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24350 x
-10671202.3456172 y
4304973.41358607 |
|||||||||||||||||||||||||||||||||||||
| 24312 | 7283 0164EX | 24312 | Tulsa | U.S. 169 NB | E 91 ST S UNDER | 7283 0164EX | 106-107 PRESTRESSED | 1991 | 36.03161944 | -95.86053333 | 213.865 | 61.001 | — | 2 | 24 | 2 | 57.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Good (7) | Good (7) | 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 | 45000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24349 BRKEY
24312 NBI No.
24312 On Under
1 Structure No.
7283 0164EX Control No.
083 Lane Ind.
E Milepoint
01640 Facility Carried
U.S. 169 NB Feature Intersected
E 91 ST S UNDER Division
08 County
143 Location
S 91 ST & US 169 Sufficiency
98.6 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
58.294 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
45000 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
2 Road Width
57.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
17.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
213.865 Deck Width
61.001 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100.6 HS Inv. Rating Method
1 HS Inv. Method
43.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
72000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
1701 Min Measured Clearance
1700 NBI Rating
24312 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
106-107 PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0164EX H Index
99.5788 Latitude
36:01:53.83 Longitude
-95:51:37.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 169 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
24312 Vault Link
http://plansrv1/bridgemaintvault/b24312 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.03161944 Longitude DD
-95.86053333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24349 x
-10671145.7574672 y
4304973.03090886 |
|||||||||||||||||||||||||||||||||||||
| 24310 | 7712 0659NX | 24310 | Woodward | U.S. 412 | N. CANADIAN RIVER O'FLOW | 7712 0659NX | 5-100ft. PCBM SPS | 1995 | 36.437189 | -99.273317 | 501.969 | 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 | Good (7) | Satisfactory (6) | Good (7) | 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
24347 BRKEY
24310 NBI No.
24310 On Under
1 Structure No.
7712 0659NX Control No.
012 Lane Ind.
N 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
_ Horizontal Clearance
38.058 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
1995 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
501.969 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
6 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
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
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24310 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 0659NX H Index
89.8951 Latitude
36:26:13.88 Longitude
-99:16:23.94 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
NBI Text
24310 Vault Link
http://plansrv1/bridgemaintvault/b24310 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
36.437189 Longitude DD
-99.273317 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24347 x
-11051055.0977992 y
4360945.85883002 |
|||||||||||||||||||||||||||||||||||||
| 24309 | 7712 0622NX | 24309 | Woodward | U.S. 412 | N. CANADIAN RIVER | 7712 0622NX | 70,8-100ft. PCBM SPS | 1995 | 36.436928 | -99.279892 | 872 | 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
24346 BRKEY
24309 NBI No.
24309 On Under
1 Structure No.
7712 0622NX Control No.
012 Lane Ind.
N 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
1995 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
872 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
24309 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 0622NX H Index
98.0691 Latitude
36:26:12.94 Longitude
-99:16:47.61 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
24309 Vault Link
http://plansrv1/bridgemaintvault/b24309 GIS FO/SD
Meets Standards H Inv. Method
21.7 Latitude DD
36.436928 Longitude DD
-99.279892 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24346 x
-11051787.0234512 y
4360909.74443249 |
|||||||||||||||||||||||||||||||||||||
| 24219 | 5631T0365 X | 24219 | Okmulgee | CO. RD. E1095 | IND. NATION TP UNDER | 5631T0003 X | 37ft., 70ft., 76ft., 37ft. PC BEAMS SPANS | 1965 | 35.4275 | -95.97277778 | 223.097 | 28.999 | — | 4 | 16 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24345 BRKEY
24219 NBI No.
24219 On Under
1 Structure No.
5631T0365 X Control No.
031 Lane Ind.
Milepoint
03650 Facility Carried
CO. RD. E1095 Feature Intersected
IND. NATION TP UNDER Division
01 County
111 Location
.33 MI'S S. JCT I-40 Sufficiency
72 Kind Hwy
4 Level Service
1 Route No.
E1095 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
15.502 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.905 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
223.097 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.935 HS Inv. Rating Method
1 HS Inv. Method
29.873 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1604 Min Measured Clearance
1602 NBI Rating
24219 ODOT County
56 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft., 70ft., 76ft., 37ft. PC BEAMS SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5631T0003 X H Index
98.2988 Latitude
35:25:39 Longitude
-95:58:22 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E 1095 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.33 NBI Text
24219 Vault Link
http://plansrv1/bridgemaintvault/b24219 GIS FO/SD
FO H Inv. Method
23.589 Latitude DD
35.4275 Longitude DD
-95.97277778 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24345 x
-10683640.7524856 y
4222129.51821101 |
|||||||||||||||||||||||||||||||||||||
| 24214 | 2208 1510 X | 24214 | Dewey | U.S. 183 | CREEK | 2208 1510 X | 3-10ft.X4ft.X72ft. RDY. R.C.B. | 1995 | 36.02926389 | -98.96420556 | 30.84 | 74.003 | — | 3 | 0 | 2 | 72.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24340 BRKEY
24214 NBI No.
24214 On Under
1 Structure No.
2208 1510 X Control No.
008 Lane Ind.
Milepoint
15100 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
043 Location
15.0 MI N CUSTER C/L. Sufficiency
92.6 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
72.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1995 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
72.001 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
30.84 Deck Width
74.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 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
2240 Future ADT Year
2042 Bypass Detour
62.75849 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24214 ODOT County
22 Nav. Control
N 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.X4ft.X72ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2208 1510 X H Index
67 Latitude
36:01:45.35 Longitude
-98:57:51.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24214 Vault Link
http://plansrv1/bridgemaintvault/b24214 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.02926389 Longitude DD
-98.96420556 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24340 x
-11016644.9697001 y
4304648.78565139 |
|||||||||||||||||||||||||||||||||||||
| 24390 | 7274 0135SX | 24390 | Tulsa | S.H. 67 EB | CREEK | 7274 0135SX | 1-90ft. P C B SPAN | 1994 | 35.944225 | -96.00563889 | 89.895 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | 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 | 16 - Minor Arterial (Urban) | B | 3700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24325 BRKEY
24390 NBI No.
24390 On Under
1 Structure No.
7274 0135SX Control No.
074 Lane Ind.
S Milepoint
01350 Facility Carried
S.H. 67 EB Feature Intersected
CREEK Division
08 County
143 Location
1.4 MI E CREEK C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00067 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1994 ADT Total
3700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
89.895 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.
3 Deck Rating
7 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.2 HS Inv. Rating Method
1 HS Inv. Method
49.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24390 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
6 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-90ft. P C B SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7274 0135SX H Index
96.9379 Latitude
35:56:39.21 Longitude
-96:00:20.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 67 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
24390 Vault Link
http://plansrv1/bridgemaintvault/b24390 GIS FO/SD
Meets Standards H Inv. Method
32.8 Latitude DD
35.944225 Longitude DD
-96.00563889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
24325 x
-10687298.8345177 y
4292949.5295138 |
|||||||||||||||||||||||||||||||||||||
| 24389 | 7274 0135NX | 24389 | Tulsa | S.H. 67 WB | CREEK | 7274 0135NX | 1-90ft. P C B SPAN | 1994 | 35.94452222 | -96.00563889 | 89.895 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | 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 | 16 - Minor Arterial (Urban) | B | 3650 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24324 BRKEY
24389 NBI No.
24389 On Under
1 Structure No.
7274 0135NX Control No.
074 Lane Ind.
N Milepoint
01350 Facility Carried
S.H. 67 WB Feature Intersected
CREEK Division
08 County
143 Location
1.4 MI E CREEK C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00067 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1994 ADT Total
3650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
89.895 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
7 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.2 HS Inv. Rating Method
1 HS Inv. Method
49.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24389 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
6 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-90ft. P C B SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7274 0135NX H Index
93.6482 Latitude
35:56:40.28 Longitude
-96:00:20.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 67 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
24389 Vault Link
http://plansrv1/bridgemaintvault/b24389 GIS FO/SD
Meets Standards H Inv. Method
32.8 Latitude DD
35.94452222 Longitude DD
-96.00563889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
24324 x
-10687298.8345177 y
4292990.39771935 |
|||||||||||||||||||||||||||||||||||||
| 24477 | 5228 0878 X | 24477 | Noble | U.S. 177 | SALT FK ARK RVR O'FLOW | 5228 0878 X | 6-70ft. P.C. BEAM SPANS W/ TR-3 TRAFFIC RAILS | 1996 | 36.58991667 | -97.07730278 | 422.9 | 42.169 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.6 | 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 | 06 - Minor Arterial (Rural) | C | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24304 BRKEY
24477 NBI No.
24477 On Under
1 Structure No.
5228 0878 X Control No.
028 Lane Ind.
Milepoint
08780 Facility Carried
U.S. 177 Feature Intersected
SALT FK ARK RVR O'FLOW Division
04 County
103 Location
8.8 MI N JCT SH15 W Sufficiency
87.6 Kind Hwy
2 Level Service
1 Route No.
00177 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
06 - Minor Arterial (Rural) Year Built
1996 ADT Total
4800 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
422.9 Deck Width
42.169 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
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7680 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
24477 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-70ft. P.C. BEAM SPANS W/ TR-3 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5228 0878 X H Index
99.9918 Latitude
36:35:23.7 Longitude
-97:04:38.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 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
24477 Vault Link
http://plansrv1/bridgemaintvault/b24477 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.58991667 Longitude DD
-97.07730278 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24304 x
-10806595.913054 y
4382099.56746651 |
|||||||||||||||||||||||||||||||||||||
| 24476 | 5228 0824 X | 24476 | Noble | U.S. 177 | SALT FK ARK RVR O'FLOW | 5228 0824 X | 6-70ft. P.C.BEAM SPANS W/ TR-3 TRAFFIC RAILS | 1996 | 36.58261667 | -97.0773 | 422.9 | 42.169 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.6 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24285 BRKEY
24476 NBI No.
24476 On Under
1 Structure No.
5228 0824 X Control No.
028 Lane Ind.
Milepoint
08240 Facility Carried
U.S. 177 Feature Intersected
SALT FK ARK RVR O'FLOW Division
04 County
103 Location
8.3 MI N JCT SH15 W Sufficiency
87.6 Kind Hwy
2 Level Service
1 Route No.
00177 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
06 - Minor Arterial (Rural) Year Built
1996 ADT Total
4800 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
422.9 Deck Width
42.169 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
6 Chan. Rating
6 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
68 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7680 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
24476 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-70ft. P.C.BEAM SPANS W/ TR-3 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5228 0824 X H Index
99.91 Latitude
36:34:57.42 Longitude
-97:04:38.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 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
24476 Vault Link
http://plansrv1/bridgemaintvault/b24476 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.58261667 Longitude DD
-97.0773 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24285 x
-10806595.6035859 y
4381087.5221377 |
|||||||||||||||||||||||||||||||||||||
| 24475 | 5228 0778 X | 24475 | Noble | U.S. 177 | SALT FORK ARKANSAS RIVER | 5228 0778 X | 15-90ft. PCB | 1996 | 36.57739444 | -97.07728889 | 1353 | 42 | — | 15 | 0 | 2 | 40 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24284 BRKEY
24475 NBI No.
24475 On Under
1 Structure No.
5228 0778 X Control No.
028 Lane Ind.
Milepoint
07780 Facility Carried
U.S. 177 Feature Intersected
SALT FORK ARKANSAS RIVER Division
04 County
103 Location
8 MI N JCT SH15 W Sufficiency
87.6 Kind Hwy
2 Level Service
1 Route No.
00177 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
06 - Minor Arterial (Rural) Year Built
1996 ADT Total
4800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
15 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
1 - Concrete Design
02 Length
1353 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7680 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24475 ODOT County
52 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
15-90ft. PCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5228 0778 X H Index
98.7216 Latitude
36:34:38.62 Longitude
-97:04:38.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 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
24475 Vault Link
http://plansrv1/bridgemaintvault/b24475 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.57739444 Longitude DD
-97.07728889 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24284 x
-10806594.3668263 y
4380363.5899688 |
|||||||||||||||||||||||||||||||||||||
| 24468 | 6340 1312NX | 24468 | Pottawatomie | I-40 | S.H. 18 UNDER | 6340 1312NX | 60ft.-66ft.-66ft.-45ft. PC-B | 1997 | 35.38401389 | -96.91249444 | 238.845 | 41.01 | — | 4 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | 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 | 10850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24259 BRKEY
24468 NBI No.
24468 On Under
1 Structure No.
6340 1312NX Control No.
040 Lane Ind.
N Milepoint
13120 Facility Carried
I-40 Feature Intersected
S.H. 18 UNDER Division
03 County
125 Location
JCT SH 18 Sufficiency
91.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.058 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
1997 ADT Total
10850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
7.874 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
238.845 Deck Width
41.01 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.5 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24468 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-66ft.-66ft.-45ft. PC-B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 1312NX H Index
96.7937 Latitude
35:23:02.45 Longitude
-96:54:44.98 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24468 Vault Link
http://plansrv1/bridgemaintvault/b24468 GIS FO/SD
Meets Standards H Inv. Method
28.1 Latitude DD
35.38401389 Longitude DD
-96.91249444 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24259 x
-10788249.5325668 y
4216190.32978619 |
|||||||||||||||||||||||||||||||||||||
| 24467 | 6340 1312SX | 24467 | Pottawatomie | I-40 | S.H. 18 UNDER | 6340 1312SX | 60ft.-66ft.-66ft.-45ft. PC-B | 1997 | 35.38371944 | -96.91249444 | 238.845 | 41.01 | — | 4 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | 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 | 11000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24258 BRKEY
24467 NBI No.
24467 On Under
1 Structure No.
6340 1312SX Control No.
040 Lane Ind.
S Milepoint
13120 Facility Carried
I-40 Feature Intersected
S.H. 18 UNDER Division
03 County
125 Location
JCT SH 18 Sufficiency
91.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.058 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
1997 ADT Total
11000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
7.874 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
238.845 Deck Width
41.01 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.5 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24467 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-66ft.-66ft.-45ft. PC-B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 1312SX H Index
98.6575 Latitude
35:23:01.39 Longitude
-96:54:44.98 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24467 Vault Link
http://plansrv1/bridgemaintvault/b24467 GIS FO/SD
Meets Standards H Inv. Method
28.1 Latitude DD
35.38371944 Longitude DD
-96.91249444 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24258 x
-10788249.5325668 y
4216150.12570078 |
|||||||||||||||||||||||||||||||||||||
| 24649 | 5802 1660 X | 24649 | Ottawa | U.S. 59 | CREEK | 5802 0166 X | 2-8ft.X10ft.X128ft.-RCB- S | 1997 | 36.84948056 | -94.90441389 | 23.999 | 0 | — | 2 | 30 | 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 | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24224 BRKEY
24649 NBI No.
24649 On Under
1 Structure No.
5802 1660 X Control No.
002 Lane Ind.
Milepoint
01660 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
08 County
115 Location
9.1MI N TURNPIKE Sufficiency
96 Kind Hwy
2 Level Service
1 Route No.
00059 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
1997 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 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
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
5440 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24649 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
2-8ft.X10ft.X128ft.-RCB- S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5802 0166 X H Index
99.2261 Latitude
36:50:58.13 Longitude
-94:54:15.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
1 NBI Text
24649 Vault Link
http://plansrv1/bridgemaintvault/b24649 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.84948056 Longitude DD
-94.90441389 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24224 x
-10564711.0282689 y
4418147.03379252 |
|||||||||||||||||||||||||||||||||||||
| 24362 | 5504R0878 X | 24362 | Oklahoma | U.S. 62 | CREEK | 5504R0878 X | 3-10ft.X 7ft.X 86ft. R.C.BOX SK.60 DEG. | 1972 | 35.49333333 | -97.31 | 38.058 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.9 | 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) | C | 14500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
24207 BRKEY
24362 NBI No.
24362 On Under
1 Structure No.
5504R0878 X Control No.
004 Lane Ind.
Milepoint
08780 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
04 County
109 Location
8.8 MI E OF JCT I-35 Sufficiency
80.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
86.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1972 ADT Total
14500 ADT Year
1999 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
02 Appr. Roadway Width
82.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
14500 Future ADT Year
2017 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24362 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 7ft.X 86ft. R.C.BOX SK.60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5504R0878 X H Index
100 Latitude
35:29:36 Longitude
-97:18:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24362 Vault Link
http://plansrv1/bridgemaintvault/b24362 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.49333333 Longitude DD
-97.31 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
24207 x
-10832499.6490934 y
4231126.92159218 |
|||||||||||||||||||||||||||||||||||||
| 24451 | 6314 0731 X | 24451 | Pottawatomie | S.H. 9 A | LITTLE RIVER | 6314 0731 X | 75ft.-5X100ft.-75ft. PCB | 1996 | 35.21681111 | -96.82654444 | 651.903 | 42.323 | — | 7 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24188 BRKEY
24451 NBI No.
24451 On Under
1 Structure No.
6314 0731 X Control No.
014 Lane Ind.
Milepoint
07310 Facility Carried
S.H. 9 A Feature Intersected
LITTLE RIVER Division
03 County
125 Location
8.7 MI W-N C/L Sufficiency
97.9 Kind Hwy
3 Level Service
2 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
651.903 Deck Width
42.323 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
80.9 HS Inv. Rating Method
1 HS Inv. Method
44.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24451 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft.-5X100ft.-75ft. PCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6314 0731 X H Index
97.0474 Latitude
35:13:00.52 Longitude
-96:49:35.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
24451 Vault Link
http://plansrv1/bridgemaintvault/b24451 GIS FO/SD
Meets Standards H Inv. Method
30.1 Latitude DD
35.21681111 Longitude DD
-96.82654444 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24188 x
-10778681.6223331 y
4193384.08159637 |
|||||||||||||||||||||||||||||||||||||
| 24633 | 5576T1250 X | 24633 | Oklahoma | TURNER TP (I-44) | CREEK | 5576T1250 X | 4- 12ft. X 12ft. X 198ft. RCB SPANS, SK 60 LF | 1953 | 35.64055278 | -97.21230556 | 61.024 | 200 | — | 4 | 60 | 4 | 197.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24172 BRKEY
24633 NBI No.
24633 On Under
1 Structure No.
5576T1250 X Control No.
076 Lane Ind.
Milepoint
12500 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
04 County
109 Location
12.41 MI. E. OF I-35 Sufficiency
66 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24900 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
4 Road Width
197.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
14 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
61.024 Deck Width
200 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
39840 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
24633 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4- 12ft. X 12ft. X 198ft. RCB SPANS, SK 60 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T1250 X H Index
99.7162 Latitude
35:38:25.99 Longitude
-97:12:44.3 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.41 NBI Text
24633 Vault Link
http://plansrv1/bridgemaintvault/b24633 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.64055278 Longitude DD
-97.21230556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24172 x
-10821624.3537793 y
4251274.04268829 |
|||||||||||||||||||||||||||||||||||||
| 24632 | 5576T1230 X | 24632 | Oklahoma | TURNER TP (I-44) | CREEK | 5576T1230 X | 4 11ft. X 10ft. X 198ft. RCB SPANS, SK 49 LF | 1953 | 35.64037778 | -97.21330833 | 62.3 | 200 | — | 4 | 41 | 4 | 197.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24153 BRKEY
24632 NBI No.
24632 On Under
1 Structure No.
5576T1230 X Control No.
076 Lane Ind.
Milepoint
12300 Facility Carried
TURNER TP (I-44) Feature Intersected
CREEK Division
04 County
109 Location
12.39 MI. E. OF I-35 Sufficiency
77 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24900 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
4 Road Width
197.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.3 Deck Width
200 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
39840 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
24632 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4 11ft. X 10ft. X 198ft. RCB SPANS, SK 49 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T1230 X H Index
99.0037 Latitude
35:38:25.36 Longitude
-97:12:47.91 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.39 NBI Text
24632 Vault Link
http://plansrv1/bridgemaintvault/b24632 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.64037778 Longitude DD
-97.21330833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24153 x
-10821735.9816251 y
4251250.07177134 |
|||||||||||||||||||||||||||||||||||||
| 24695 | 6404 3609 X | 24695 | Pushmataha | U.S. 271 | KIAMICHI RIVER | 6404 3609 X | 60ft. - (3) 100ft. - 60ft. PC BEAM | 1997 | 34.57475 | -95.34029444 | 420 | 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) | 97.2 | 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 | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24084 BRKEY
24695 NBI No.
24695 On Under
1 Structure No.
6404 3609 X Control No.
004 Lane Ind.
Milepoint
36090 Facility Carried
U.S. 271 Feature Intersected
KIAMICHI RIVER Division
02 County
127 Location
1.15 SE JCT SH-2 Sufficiency
97.2 Kind Hwy
2 Level Service
1 Route No.
00271 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
1997 ADT Total
900 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
420 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54 HS Inv. Rating Method
3 HS Inv. Method
41.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1440 Future ADT Year
2042 Bypass Detour
39.767756 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
24695 ODOT County
64 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
1.099 Rt. Curb SW
1.099 Description
60ft. - (3) 100ft. - 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 3609 X H Index
99.9771 Latitude
34:34:29.1 Longitude
-95:20:25.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
025 NBI Text
24695 Vault Link
http://plansrv1/bridgemaintvault/b24695 GIS FO/SD
Meets Standards H Inv. Method
41.6 Latitude DD
34.57475 Longitude DD
-95.34029444 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24084 x
-10613233.0291416 y
4106240.48755235 |
|||||||||||||||||||||||||||||||||||||
| 24693 | 1904 1855 X | 24693 | Creek | S.H. 66 | SLWC R.R. UNDER | 1904 1855 X | 3-55ft. PCB SPANS | 1999 | 35.98967222 | -96.181675 | 166.01 | 83.99 | — | 3 | 24 | 4 | 82.021 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.9 | 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 | 07 - Major Collector (Rural) | B | 9000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24082 BRKEY
24693 NBI No.
24693 On Under
1 Structure No.
1904 1855 X Control No.
004 Lane Ind.
Milepoint
18550 Facility Carried
S.H. 66 Feature Intersected
SLWC R.R. UNDER Division
08 County
037 Location
18.5 MI NE JCT SH-48 Sufficiency
82.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
82.021 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
1999 ADT Total
9000 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
3 Road Width
82.021 Ref. Underclearance Rt.
R Underclearance Right
22.001 Underclearance Left
21.28 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.021 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.01 Deck Width
83.99 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
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N 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
14400 Future ADT Year
2042 Bypass Detour
40.389127 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
24693 ODOT County
19 Nav. Control
N 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
3-55ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1904 1855 X H Index
98.7321 Latitude
35:59:22.82 Longitude
-96:10:54.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 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
24693 Vault Link
http://plansrv1/bridgemaintvault/b24693 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.98967222 Longitude DD
-96.181675 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24082 x
-10706895.0846441 y
4299200.37848173 |
|||||||||||||||||||||||||||||||||||||
| 24418 | 5228R0878 X | 24418 | Noble | U.S. 177 | SALT FORK ARK RIVER O'FL | 5228R0878 X | 10-25ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS | 1901 | 36.59 | -97.07666667 | 250 | 31.001 | — | 10 | 1 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
24065 BRKEY
24418 NBI No.
24418 On Under
1 Structure No.
5228R0878 X Control No.
028 Lane Ind.
Milepoint
08780 Facility Carried
U.S. 177 Feature Intersected
SALT FORK ARK RIVER O'FL Division
04 County
103 Location
8.8 MI N JCT SH15 W Sufficiency
25.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
26.001 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
1901 ADT Total
3400 ADT Year
1999 Design Load
H 20 Skew
1 No. Main Spans
10 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
01 Length
250 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3200 Future ADT Year
2017 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24418 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
10-25ft. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5228R0878 X H Index
100 Latitude
36:35:24 Longitude
-97:04:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
7 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24418 Vault Link
http://plansrv1/bridgemaintvault/b24418 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.59 Longitude DD
-97.07666667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24065 x
-10806525.1016127 y
4382111.12058582 |
|||||||||||||||||||||||||||||||||||||
| 24417 | 7278 1011 X | 24417 | Tulsa | 90TH ST. | I-44 UNDER | 7278 1011 X | 2-129ft.PLATE GIRDER S | 1997 | 36.12722222 | -95.87694444 | 257.9 | 50 | — | 2 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24064 BRKEY
24417 NBI No.
24417 On Under
1 Structure No.
7278 1011 X Control No.
Lane Ind.
Milepoint
Facility Carried
90TH ST. Feature Intersected
I-44 UNDER Division
08 County
143 Location
1.4 MI E JCT SH 51 Sufficiency
90.3 Kind Hwy
4 Level Service
1 Route No.
00044 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1997 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
257.9 Deck Width
50 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.8 HS Inv. Rating Method
1 HS Inv. Method
48.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1609 Min Measured Clearance
1608 NBI Rating
24417 ODOT County
72 Nav. Control
N 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
9.8 Rt. Curb SW
9.8 Description
2-129ft.PLATE GIRDER S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1011 X H Index
92.2174 Latitude
36:07:38 Longitude
-95:52:37 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
90TH ST. 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
24417 Vault Link
http://plansrv1/bridgemaintvault/b24417 GIS FO/SD
Meets Standards H Inv. Method
26.9 Latitude DD
36.12722222 Longitude DD
-95.87694444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
24064 x
-10672972.6338758 y
4318141.10336815 |
|||||||||||||||||||||||||||||||||||||
| 24413 | 7004 0610SX | 24413 | Texas | U.S. 54 E.B. | BEAVER RIVER | 7004 0610SX | 20-51ft. PC BEAM SPANS | 1996 | 36.731083 | -101.398792 | 1021 | 40 | — | 20 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24042 BRKEY
24413 NBI No.
24413 On Under
1 Structure No.
7004 0610SX Control No.
004 Lane Ind.
S Milepoint
06100 Facility Carried
U.S. 54 E.B. Feature Intersected
BEAVER RIVER Division
06 County
139 Location
5.9 MI NE JCT SH 3 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1996 ADT Total
3750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
20 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1021 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.5 HS Inv. Rating Method
1 HS Inv. Method
35.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24413 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
20-51ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7004 0610SX H Index
96.8588 Latitude
36:43:51.9 Longitude
-101:23:55.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 54 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24413 Vault Link
http://plansrv1/bridgemaintvault/b24413 GIS FO/SD
Meets Standards H Inv. Method
27.8 Latitude DD
36.731083 Longitude DD
-101.398792 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24042 x
-11287661.8924931 y
4401689.21840426 |
|||||||||||||||||||||||||||||||||||||
| 24681 | 5728 0659 X | 24681 | Osage | S.H. 99 | HOSKAHOMI CREEK | 5728 0659 X | 1- 100ft. PC BM SPAN WITH 42ft. RDWY. | 1995 | 36.39855278 | -96.38945 | 100.066 | 43.999 | — | 1 | 0 | 2 | 42.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.5 | 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 | 06 - Minor Arterial (Rural) | B | 2600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24010 BRKEY
24681 NBI No.
24681 On Under
1 Structure No.
5728 0659 X Control No.
028 Lane Ind.
Milepoint
06590 Facility Carried
S.H. 99 Feature Intersected
HOSKAHOMI CREEK Division
08 County
113 Location
6.8 MI. N.PAWNEE CL Sufficiency
89.5 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1995 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 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
96.7 HS Inv. Rating Method
1 HS Inv. Method
38.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
47.22421 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
24681 ODOT County
57 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
1- 100ft. PC BM SPAN WITH 42ft. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5728 0659 X H Index
99.1004 Latitude
36:23:54.79 Longitude
-96:23:22.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
24681 Vault Link
http://plansrv1/bridgemaintvault/b24681 GIS FO/SD
Meets Standards H Inv. Method
26.2 Latitude DD
36.39855278 Longitude DD
-96.38945 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24010 x
-10730024.4918437 y
4355601.1114933 |
|||||||||||||||||||||||||||||||||||||
| 24589 | 6630 1380 X | 24589 | Rogers | S.H. 20 | WILL ROGERS TP I-44 UND | 6630 1380 X | 64,2-134,104 PRESTRE | 1994 | 36.306944 | -95.577222 | 436.001 | 73.999 | — | 4 | 62 | 4 | 72.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 11300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23984 BRKEY
24589 NBI No.
24589 On Under
1 Structure No.
6630 1380 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 20 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
2.3 MI E JCT SH 66 Sufficiency
95.4 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
11300 ADT Year
2022 Design Load
HS 20 Skew
62 No. Main Spans
4 Road Width
72.001 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
436.001 Deck Width
73.999 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
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.7 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1708 Min Measured Clearance
1700 NBI Rating
24589 ODOT County
66 Nav. Control
N 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
64,2-134,104 PRESTRE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630 1380 X H Index
98.0835 Latitude
36:18:25 Longitude
-95:34:38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14.28 NBI Text
24589 Vault Link
http://plansrv1/bridgemaintvault/b24589 GIS FO/SD
Meets Standards H Inv. Method
23.4 Latitude DD
36.306944 Longitude DD
-95.577222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23984 x
-10639607.6844757 y
4342939.00402963 |