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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| 18592 | 5507 0333 X | 18592 | Oklahoma | N.W. 36TH ST. | I-44 UNDER | 5507 0333 X | 94ft.-74ft.-116ft. CONT. PLATE GIRDER SPANS SK. 87 DEG.36ft. WITH 2-5 SIDEWALKS | 1973 | 35.50763611 | -97.57561944 | 285.082 | 73.501 | — | 3 | 3 | 5 | 62.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.4 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18319 BRKEY
18592 NBI No.
18592 On Under
1 Structure No.
5507 0333 X Control No.
Lane Ind.
Milepoint
Facility Carried
N.W. 36TH ST. Feature Intersected
I-44 UNDER Division
04 County
109 Location
3.3 MI N I-40 Sufficiency
88.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
62.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1973 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
3 Road Width
62.001 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
13.497 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
62.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
285.082 Deck Width
73.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.3 HS Inv. Rating Method
1 HS Inv. Method
29.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1910 Min Measured Clearance
1601 NBI Rating
18592 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
3 Lft. Curb SW
5 Rt. Curb SW
5 Description
94ft.-74ft.-116ft. CONT. PLATE GIRDER SPANS SK. 87 DEG.36ft. WITH 2-5 SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0333 X H Index
99.4359 Latitude
35:30:27.49 Longitude
-97:34:32.23 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
36TH ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18592 Vault Link
http://plansrv1/bridgemaintvault/b18592 GIS FO/SD
Meets Standards H Inv. Method
17.4 Latitude DD
35.50763611 Longitude DD
-97.57561944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18319 x
-10862068.269899 y
4233082.6487181 |
|||||||||||||||||||||||||||||||||||||
| 18591 | 5507 0332 X | 18591 | Oklahoma | UTILITY BRIDGE | I-44 & RAMP UNDER | 5507 0332 X | 94ft.-74ft.-116ft. CONT. PLATE GIRDER SPANS SK. 87 DEG. 36ft. | 1973 | 35.507561 | -97.575619 | 285.082 | 8.999 | — | 3 | 3 | 6 | 140 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | L | 140000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18318 BRKEY
18591 NBI No.
18591 On Under
A Structure No.
5507 0332 X Control No.
007 Lane Ind.
Milepoint
03320 Facility Carried
UTILITY BRIDGE Feature Intersected
I-44 & RAMP UNDER Division
04 County
109 Location
3.3 MI N I-40 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
92.001 Bridge System
L 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
1973 ADT Total
140000 ADT Year
2022 Design Load
Other or Unknown Skew
3 No. Main Spans
3 Road Width
140 Ref. Underclearance Rt.
H Underclearance Right
13.497 Underclearance Left
13.497 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
140 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
285.082 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
5 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
224000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1906 Min Measured Clearance
1605 NBI Rating
18591 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
94ft.-74ft.-116ft. CONT. PLATE GIRDER SPANS SK. 87 DEG. 36ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0332 X H Index
-1 Latitude
35:30:27.22 Longitude
-97:34:32.23 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 74 (LAKE HEFNER PKWY) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18591 Vault Link
http://plansrv1/bridgemaintvault/b18591 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.507561 Longitude DD
-97.575619 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18318 x
-10862068.2209185 y
4233072.37745087 |
|||||||||||||||||||||||||||||||||||||
| 18504 | 5238T0456 X | 18504 | Noble | CO. RD. N3230 | CIMARRON TP UNDER | 5238T0456 X | 2-75ft. PC BEAM SPANS, SK 75 LF | 1973 | 36.40108611 | -97.24686667 | 159.121 | 27.001 | — | 2 | 15 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Good (7) | 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) | V | 3030 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18317 BRKEY
18504 NBI No.
18504 On Under
1 Structure No.
5238T0456 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3230 Feature Intersected
CIMARRON TP UNDER Division
04 County
103 Location
2 MIS E JCT US 77 Sufficiency
74.1 Kind Hwy
4 Level Service
1 Route No.
N3230 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3030 ADT Year
2022 Design Load
H 20 Skew
15 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
159.121 Deck Width
27.001 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
57.541 HS Inv. Rating Method
1 HS Inv. Method
34.392 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4848 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
1705 Min Measured Clearance
1611 NBI Rating
18504 ODOT County
52 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
2-75ft. PC BEAM SPANS, SK 75 LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T0456 X H Index
99.9406 Latitude
36:24:03.91 Longitude
-97:14:48.72 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3230 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.52 NBI Text
18504 Vault Link
http://plansrv1/bridgemaintvault/b18504 GIS FO/SD
FO H Inv. Method
29.983 Latitude DD
36.40108611 Longitude DD
-97.24686667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18317 x
-10825471.6789458 y
4355951.47864906 |
|||||||||||||||||||||||||||||||||||||
| 18503 | 6034T0436 X | 18503 | Payne | CO. RD. N3430 | CIMARRON TP UNDER | 6034T0436 X | 2-75ft. PC BEAM | 1973 | 36.224625 | -96.88989167 | 150 | 27.001 | — | 2 | 0 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.1 | Good (7) | 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) | V | 3650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18316 BRKEY
18503 NBI No.
18503 On Under
1 Structure No.
6034T0436 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3430 Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
2 MI E GLENCOE Sufficiency
76.1 Kind Hwy
4 Level Service
1 Route No.
N3430 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3650 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.139 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
27.001 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
60.407 HS Inv. Rating Method
1 HS Inv. Method
36.156 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5840 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1705 Max Measured Clearance
1706 Min Measured Clearance
1705 NBI Rating
18503 ODOT County
60 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
2-75ft. PC BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6034T0436 X H Index
99.777 Latitude
36:13:28.65 Longitude
-96:53:23.61 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3430 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30.69 NBI Text
18503 Vault Link
http://plansrv1/bridgemaintvault/b18503 GIS FO/SD
FO H Inv. Method
32.739 Latitude DD
36.224625 Longitude DD
-96.88989167 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18316 x
-10785733.4037198 y
4331573.6076584 |
|||||||||||||||||||||||||||||||||||||
| 18502 | 5931T0398 X | 18502 | Pawnee | CO. RD. N3510 | CIMARRON TP UNDER | 5931T0398 X | 2-75ft. PC BEAM SPANS | 1973 | 36.22385833 | -96.74818333 | 152.887 | 27.001 | — | 2 | 0 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.4 | Good (7) | 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) | V | 5570 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18315 BRKEY
18502 NBI No.
18502 On Under
1 Structure No.
5931T0398 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3510 Feature Intersected
CIMARRON TP UNDER Division
08 County
117 Location
2 MIS E SH 18 Sufficiency
73.4 Kind Hwy
4 Level Service
1 Route No.
N3510 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
5570 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.887 Deck Width
27.001 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
55.2 HS Inv. Rating Method
1 HS Inv. Method
33.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8912 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1706 Min Measured Clearance
1700 NBI Rating
18502 ODOT County
59 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
2-75ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T0398 X H Index
99.8779 Latitude
36:13:25.89 Longitude
-96:44:53.46 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3510 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38.63 NBI Text
18502 Vault Link
http://plansrv1/bridgemaintvault/b18502 GIS FO/SD
FO H Inv. Method
30 Latitude DD
36.22385833 Longitude DD
-96.74818333 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18315 x
-10769958.5034699 y
4331467.81341227 |
|||||||||||||||||||||||||||||||||||||
| 18501 | 5238T0354 X | 18501 | Noble | CO. RD. N3220 | CIMARRON TP UNDER | 5238T0354 X | 2-77ft. PC BEAM SPANS, SK 75 LF | 1973 | 36.40153056 | -97.26481111 | 158.999 | 27.001 | — | 2 | 15 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Good (7) | 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) | V | 3030 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18314 BRKEY
18501 NBI No.
18501 On Under
1 Structure No.
5238T0354 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3220 Feature Intersected
CIMARRON TP UNDER Division
04 County
103 Location
1 MI E JCT US 77 Sufficiency
74.1 Kind Hwy
4 Level Service
1 Route No.
N3220 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3030 ADT Year
2022 Design Load
H 20 Skew
15 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 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
158.999 Deck Width
27.001 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
57.541 HS Inv. Rating Method
1 HS Inv. Method
34.392 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4848 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1611 Min Measured Clearance
1607 NBI Rating
18501 ODOT County
52 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
2-77ft. PC BEAM SPANS, SK 75 LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T0354 X H Index
100 Latitude
36:24:05.51 Longitude
-97:15:53.32 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3220 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.50 NBI Text
18501 Vault Link
http://plansrv1/bridgemaintvault/b18501 GIS FO/SD
FO H Inv. Method
29.983 Latitude DD
36.40153056 Longitude DD
-97.26481111 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18314 x
-10827469.2448691 y
4356012.94859802 |
|||||||||||||||||||||||||||||||||||||
| 18500 | 5239T0351 X | 18500 | Noble | CO. RD. E0500 | CIMARRON TP UNDER | 5239T0351 X | 2-77ft. PC BEAM SPANS, SK 73 RF | 1973 | 36.289925 | -96.98415278 | 159.121 | 31.001 | — | 2 | 17 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.7 | 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) | V | 5570 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18313 BRKEY
18500 NBI No.
18500 On Under
1 Structure No.
5239T0351 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0500 Feature Intersected
CIMARRON TP UNDER Division
04 County
103 Location
1.3 MIS E MORRISON Sufficiency
62.7 Kind Hwy
4 Level Service
1 Route No.
E0500 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
5570 ADT Year
2022 Design Load
H 20 Skew
17 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
31.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
159.121 Deck Width
31.001 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52.47 HS Inv. Rating Method
1 HS Inv. Method
27.558 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8912 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1707 Min Measured Clearance
1610 NBI Rating
18500 ODOT County
52 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
2-77ft. PC BEAM SPANS, SK 73 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5239T0351 X H Index
99.8097 Latitude
36:17:23.73 Longitude
-96:59:02.95 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0500 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.07 NBI Text
18500 Vault Link
http://plansrv1/bridgemaintvault/b18500 GIS FO/SD
FO H Inv. Method
23.7 Latitude DD
36.289925 Longitude DD
-96.98415278 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18313 x
-10796226.5024866 y
4340588.28815781 |
|||||||||||||||||||||||||||||||||||||
| 18499 | 5930T0196 X | 18499 | Pawnee | CO. RD. N3660 | CIMARRON TP UNDER | 5930T0196 X | 2-74ft. PREST. CONC BM | 1973 | 36.33353889 | -97.01574722 | 150.919 | 27.001 | — | 2 | 0 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.5 | 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) | V | 3650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18312 BRKEY
18499 NBI No.
18499 On Under
1 Structure No.
5930T0196 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3660 Feature Intersected
CIMARRON TP UNDER Division
08 County
117 Location
TR. NO19.48 Sufficiency
69.5 Kind Hwy
4 Level Service
1 Route No.
N3660 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.95 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3650 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.919 Deck Width
27.001 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
53.352 HS Inv. Rating Method
1 HS Inv. Method
29.542 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5840 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1611 Min Measured Clearance
1605 NBI Rating
18499 ODOT County
59 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
2-74ft. PREST. CONC BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5930T0196 X H Index
98.8058 Latitude
36:20:00.74 Longitude
-97:00:56.69 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3660 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.48 NBI Text
18499 Vault Link
http://plansrv1/bridgemaintvault/b18499 GIS FO/SD
FO H Inv. Method
25.243 Latitude DD
36.33353889 Longitude DD
-97.01574722 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18312 x
-10799743.5794593 y
4346613.39839439 |
|||||||||||||||||||||||||||||||||||||
| 18684 | 3904 2179 X | 18684 | Latimer | U.S. 270 | CEDAR CREEK | 3904 2179 X | (13ft. - 17ft. - 13ft.) X 8ft. X 84ft. RCB | 1974 | 34.94991667 | -94.94665278 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18304 BRKEY
18684 NBI No.
18684 On Under
1 Structure No.
3904 2179 X Control No.
004 Lane Ind.
Milepoint
21790 Facility Carried
U.S. 270 Feature Intersected
CEDAR CREEK Division
02 County
077 Location
21.79 E JCT SH-2 Sufficiency
94.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
87.4 HS Inv. Rating Method
1 HS Inv. Method
52.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 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
18684 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(13ft. - 17ft. - 13ft.) X 8ft. X 84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3904 2179 X H Index
98.7209 Latitude
34:56:59.7 Longitude
-94:56:47.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
013 NBI Text
18684 Vault Link
http://plansrv1/bridgemaintvault/b18684 GIS FO/SD
Meets Standards H Inv. Method
33.1 Latitude DD
34.94991667 Longitude DD
-94.94665278 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18304 x
-10569413.0399953 y
4157077.10074918 |
|||||||||||||||||||||||||||||||||||||
| 18683 | 3904 2173 X | 18683 | Latimer | U.S. 270 | CREEK | 3904 2173 X | (12ft. - 14ft. - 12ft.) X 5ft. X 84ft. RCB | 1974 | 34.950125 | -94.94771944 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18303 BRKEY
18683 NBI No.
18683 On Under
1 Structure No.
3904 2173 X Control No.
004 Lane Ind.
Milepoint
21730 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
077 Location
21.73 E JCT SH-2 Sufficiency
95.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
110.1 HS Inv. Rating Method
1 HS Inv. Method
66.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
11.806053 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
18683 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(12ft. - 14ft. - 12ft.) X 5ft. X 84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3904 2173 X H Index
98.4652 Latitude
34:57:00.45 Longitude
-94:56:51.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
012 NBI Text
18683 Vault Link
http://plansrv1/bridgemaintvault/b18683 GIS FO/SD
Meets Standards H Inv. Method
36.7 Latitude DD
34.950125 Longitude DD
-94.94771944 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18303 x
-10569531.7800434 y
4157105.39469309 |
|||||||||||||||||||||||||||||||||||||
| 18682 | 6817 1855 X | 18682 | Sequoyah | S.H. 101 | MISSION BRANCH CREEK | 6817 1855 X | (13ft. - 17ft. - 13ft.) X 9ft. X 126.2ft. LONG RCB | 1974 | 35.56589444 | -94.53371944 | 47 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 380 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18302 BRKEY
18682 NBI No.
18682 On Under
1 Structure No.
6817 1855 X Control No.
017 Lane Ind.
Milepoint
18550 Facility Carried
S.H. 101 Feature Intersected
MISSION BRANCH CREEK Division
01 County
135 Location
18.55 E JCT US-59 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
380 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
32 Span Type Main
M Material
1 - Concrete Design
19 Length
47 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
111 HS Inv. Rating Method
1 HS Inv. Method
66.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
608 Future ADT Year
2042 Bypass Detour
35 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18682 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 9ft. X 126.2ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6817 1855 X H Index
97.3564 Latitude
35:33:57.22 Longitude
-94:32:01.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-1855 NBI Text
18682 Vault Link
http://plansrv1/bridgemaintvault/b18682 GIS FO/SD
Meets Standards H Inv. Method
42.5 Latitude DD
35.56589444 Longitude DD
-94.53371944 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18302 x
-10523445.510855 y
4241052.35212699 |
|||||||||||||||||||||||||||||||||||||
| 18681 | 6718 1772 X | 18681 | Seminole | S.H. 56 | BIRD CREEK | 6718 1772 X | 3-12ft.X 12ft.X 88ft. RDY | 1974 | 35.05896111 | -96.50217778 | 47.9 | 0 | — | 3 | 34 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18301 BRKEY
18681 NBI No.
18681 On Under
1 Structure No.
6718 1772 X Control No.
018 Lane Ind.
Milepoint
17720 Facility Carried
S.H. 56 Feature Intersected
BIRD CREEK Division
03 County
133 Location
5.2 MI S JCT US 270 Sufficiency
92.5 Kind Hwy
3 Level Service
1 Route No.
00056 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
1974 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
34 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
47.94 HS Inv. Rating Method
2 HS Inv. Method
28.76 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
24.233476 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
18681 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 12ft.X 88ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6718 1772 X H Index
86.05 Latitude
35:03:32.26 Longitude
-96:30:07.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18681 Vault Link
http://plansrv1/bridgemaintvault/b18681 GIS FO/SD
Meets Standards H Inv. Method
15.59 Latitude DD
35.05896111 Longitude DD
-96.50217778 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18301 x
-10742573.2909116 y
4171896.6129714 |
|||||||||||||||||||||||||||||||||||||
| 18680 | 6018 1163NX | 18680 | Payne | S.H. 51 | CREEK | 6018 1163NX | 3-12ft. X 8ft. X 84ft. R.C.BOX SK.60 DEG. LF | 1974 | 36.11611111 | -97.15555556 | 43.799 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18300 BRKEY
18680 NBI No.
18680 On Under
1 Structure No.
6018 1163NX Control No.
018 Lane Ind.
N Milepoint
11630 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
119 Location
5.9 MI W JCT US 177 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 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
1974 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
35.997 Span Type Main
M Material
1 - Concrete Design
19 Length
43.799 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
63.26 HS Inv. Rating Method
2 HS Inv. Method
37.95 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
9120 Future ADT Year
2042 Bypass Detour
0.1 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
18680 ODOT County
60 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
3-12ft. X 8ft. X 84ft. R.C.BOX SK.60 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6018 1163NX H Index
97.4401 Latitude
36:06:58 Longitude
-97:09:20 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18680 Vault Link
http://plansrv1/bridgemaintvault/b18680 GIS FO/SD
Meets Standards H Inv. Method
21.05 Latitude DD
36.11611111 Longitude DD
-97.15555556 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18300 x
-10815306.9726768 y
4316609.86591654 |
|||||||||||||||||||||||||||||||||||||
| 18590 | 4607 1911 X | 18590 | McIntosh | U.S. 69 NB | I-40 UNDER | 4607 1911 X | (2) 130ft. CONTINUOUS PLATE GIRDER SK 21° 35ft. 22.38in. | 1973 | 35.458875 | -95.54355 | 264.101 | 52.001 | — | 2 | 21 | 3 | 48.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | 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) | A | 8300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18299 BRKEY
18590 NBI No.
18590 On Under
1 Structure No.
4607 1911 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 69 NB Feature Intersected
I-40 UNDER Division
01 County
091 Location
JCT I-40/US-69 Sufficiency
98.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.6 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8300 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
2 Road Width
48.999 Ref. Underclearance Rt.
H Underclearance Right
17.999 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
48.701 Span Type Main
M Material
3 - Steel Design
02 Length
264.101 Deck Width
52.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1806 Min Measured Clearance
1600 NBI Rating
18590 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(2) 130ft. CONTINUOUS PLATE GIRDER SK 21° 35ft. 22.38in. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 1911 X H Index
89.3727 Latitude
35:27:31.95 Longitude
-95:32:36.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-1911 NBI Text
18590 Vault Link
http://plansrv1/bridgemaintvault/b18590 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.458875 Longitude DD
-95.54355 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18299 x
-10635859.3345817 y
4226416.6030593 |
|||||||||||||||||||||||||||||||||||||
| 18589 | 4607 1908 X | 18589 | McIntosh | U.S. 69 SB | I-40 UNDER | 4607 1908 X | (2) 130ft. CONTINUOUS PLATE GIRDER SK 21° 33ft. 22.38in. | 1973 | 35.45820833 | -95.54440556 | 264.101 | 52.001 | — | 2 | 21 | 3 | 48.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | A | 8250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18298 BRKEY
18589 NBI No.
18589 On Under
1 Structure No.
4607 1908 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 69 SB Feature Intersected
I-40 UNDER Division
01 County
091 Location
JCT I-40/US-69 Sufficiency
88.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.6 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8250 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
2 Road Width
48.999 Ref. Underclearance Rt.
H Underclearance Right
17.999 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
48.701 Span Type Main
M Material
3 - Steel Design
02 Length
264.101 Deck Width
52.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13200 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
1904 Min Measured Clearance
1702 NBI Rating
18589 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(2) 130ft. CONTINUOUS PLATE GIRDER SK 21° 33ft. 22.38in. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 1908 X H Index
80.2891 Latitude
35:27:29.55 Longitude
-95:32:39.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-1908 NBI Text
18589 Vault Link
http://plansrv1/bridgemaintvault/b18589 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.45820833 Longitude DD
-95.54440556 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18298 x
-10635954.5750852 y
4226325.49178719 |
|||||||||||||||||||||||||||||||||||||
| 18588 | 3630 0339SX | 18588 | Kay | U.S. 60 | DUCK CREEK | 3630 0339SX | (3-50ft.)-60ft.-50ft. P.C. BM. SPANS SK. 66 DEG. 30ft. W/ SLOPE-FACED PARAPETS | 1973 | 36.68795 | -97.223358 | 266.076 | 43.75 | — | 5 | 34 | 2 | 40.748 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.2 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18297 BRKEY
18588 NBI No.
18588 On Under
1 Structure No.
3630 0339SX Control No.
030 Lane Ind.
S Milepoint
03390 Facility Carried
U.S. 60 Feature Intersected
DUCK CREEK Division
04 County
071 Location
3.3 MI E US 177 Sufficiency
71.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.748 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
1973 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
34 No. Main Spans
5 Road Width
40.748 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
77.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
266.076 Deck Width
43.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 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
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18588 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3-50ft.)-60ft.-50ft. P.C. BM. SPANS SK. 66 DEG. 30ft. W/ SLOPE-FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0339SX H Index
94.4625 Latitude
36:41:16.62 Longitude
-97:13:24.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18588 Vault Link
http://plansrv1/bridgemaintvault/b18588 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
36.68795 Longitude DD
-97.223358 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18297 x
-10822854.7057721 y
4395699.83913719 |
|||||||||||||||||||||||||||||||||||||
| 18587 | 3630 0339NX | 18587 | Kay | U.S. 60 | DUCK CREEK | 3630 0339NX | (3-50ft.)-60ft.-50ft. P.C. BM. SPANS SK. 66 DEG. 30ft. W/ SLOPE-FACED PARAPETS | 1973 | 36.688314 | -97.223233 | 266.076 | 43.75 | — | 5 | 24 | 2 | 40.748 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.2 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18296 BRKEY
18587 NBI No.
18587 On Under
1 Structure No.
3630 0339NX Control No.
030 Lane Ind.
N Milepoint
03390 Facility Carried
U.S. 60 Feature Intersected
DUCK CREEK Division
04 County
071 Location
3.3 MI E US 177 Sufficiency
76.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.748 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
1973 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
5 Road Width
40.748 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
266.076 Deck Width
43.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39 HS Inv. Rating Method
1 HS Inv. Method
23 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 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
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18587 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3-50ft.)-60ft.-50ft. P.C. BM. SPANS SK. 66 DEG. 30ft. W/ SLOPE-FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0339NX H Index
93.7351 Latitude
36:41:17.93 Longitude
-97:13:23.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18587 Vault Link
http://plansrv1/bridgemaintvault/b18587 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
36.688314 Longitude DD
-97.223233 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18296 x
-10822840.7908358 y
4395750.36953266 |
|||||||||||||||||||||||||||||||||||||
| 18586 | 3630 0380SX | 18586 | Kay | U.S. 60 | DUCK CREEK O'FLOW | 3630 0380SX | (10)-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS | 1973 | 36.68789722 | -97.21636944 | 250 | 43.75 | — | 10 | 0 | 2 | 40.748 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18295 BRKEY
18586 NBI No.
18586 On Under
1 Structure No.
3630 0380SX Control No.
030 Lane Ind.
S Milepoint
03800 Facility Carried
U.S. 60 Feature Intersected
DUCK CREEK O'FLOW Division
04 County
071 Location
3.8 MI E US 177 Sufficiency
89 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40.748 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
1973 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
40.748 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
1 - Concrete Design
01 Length
250 Deck Width
43.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 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
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18586 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(10)-25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0380SX H Index
91.3493 Latitude
36:41:16.43 Longitude
-97:12:58.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18586 Vault Link
http://plansrv1/bridgemaintvault/b18586 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.68789722 Longitude DD
-97.21636944 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18295 x
-10822076.7428316 y
4395692.51224969 |
|||||||||||||||||||||||||||||||||||||
| 18498 | 5238T0150 X | 18498 | Noble | CO. RD. N3200 | CIMARRON TP UNDER | 5238T0150 X | 2-75ft. PC BEAM SPANS | 1973 | 36.39919444 | -97.30066944 | 152.887 | 27.001 | — | 2 | 0 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 3030 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18294 BRKEY
18498 NBI No.
18498 On Under
1 Structure No.
5238T0150 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3200 Feature Intersected
CIMARRON TP UNDER Division
04 County
103 Location
1 MI W JCT US 77 Sufficiency
74.6 Kind Hwy
4 Level Service
1 Route No.
N3200 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3030 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.902 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.887 Deck Width
27.001 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
59.745 HS Inv. Rating Method
1 HS Inv. Method
35.825 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4848 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1702 Min Measured Clearance
1606 NBI Rating
18498 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-75ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T0150 X H Index
99.0121 Latitude
36:23:57.1 Longitude
-97:18:02.41 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3200 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
01.48 NBI Text
18498 Vault Link
http://plansrv1/bridgemaintvault/b18498 GIS FO/SD
FO H Inv. Method
31.636 Latitude DD
36.39919444 Longitude DD
-97.30066944 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18294 x
-10831460.9759054 y
4355689.85392047 |
|||||||||||||||||||||||||||||||||||||
| 18497 | 6035T0118 X | 18497 | Payne | CO. RD. N3340 | CIMARRON TP UNDER | 6035T0118 X | 2-79ft. PC BEAM SPANS, SK 73 RF | 1973 | 36.20519444 | -97.05191111 | 157.999 | 42.999 | — | 2 | 17 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18293 BRKEY
18497 NBI No.
18497 On Under
1 Structure No.
6035T0118 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3340 Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
1 MI NE JCT US 177 Sufficiency
95.1 Kind Hwy
4 Level Service
1 Route No.
N3340 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
12.139 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
157.999 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.832 HS Inv. Rating Method
1 HS Inv. Method
29.211 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1704 Max Measured Clearance
1802 Min Measured Clearance
1704 NBI Rating
18497 ODOT County
60 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
2-79ft. PC BEAM SPANS, SK 73 RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0118 X H Index
96.3976 Latitude
36:12:18.7 Longitude
-97:03:06.88 I257A
1 I257B
0 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CO. RD. N3340 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.90A NBI Text
18497 Vault Link
http://plansrv1/bridgemaintvault/b18497 GIS FO/SD
Meets Standards H Inv. Method
26.566 Latitude DD
36.20519444 Longitude DD
-97.05191111 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18293 x
-10803769.3252792 y
4328892.66766696 |
|||||||||||||||||||||||||||||||||||||
| 18496 | 5238T0049 X | 18496 | Noble | CO. RD. N3190 | CIMARRON TP UNDER | 5238T0049 X | 2-75ft. PC BEAM SPANS | 1973 | 36.39991667 | -97.31868333 | 152.887 | 27.001 | — | 2 | 0 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 3030 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18292 BRKEY
18496 NBI No.
18496 On Under
1 Structure No.
5238T0049 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3190 Feature Intersected
CIMARRON TP UNDER Division
04 County
103 Location
.5 MI E INSTA 35 Sufficiency
74.6 Kind Hwy
4 Level Service
1 Route No.
N3190 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3030 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.887 Deck Width
27.001 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
59.745 HS Inv. Rating Method
1 HS Inv. Method
35.825 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4848 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1706 Min Measured Clearance
1609 NBI Rating
18496 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-75ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T0049 X H Index
100 Latitude
36:23:59.7 Longitude
-97:19:07.26 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3190 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.47 NBI Text
18496 Vault Link
http://plansrv1/bridgemaintvault/b18496 GIS FO/SD
FO H Inv. Method
31.636 Latitude DD
36.39991667 Longitude DD
-97.31868333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18292 x
-10833466.2729674 y
4355789.74016175 |
|||||||||||||||||||||||||||||||||||||
| 18494 | 6902 1428SX | 18494 | Stephens | S.H. 7 EB | U.S. 81 UNDER | 6925 0000SX | 35ft.-84ft.-35ft. PRESTRESSED CONC. BM. SPANS SK. 9 DEG. WITH 2ft. & 3ft. RAILS | 1973 | 34.49089167 | -97.96899167 | 156.001 | 37.999 | — | 3 | 9 | 3 | 36.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.8 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 5050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18290 BRKEY
18494 NBI No.
18494 On Under
1 Structure No.
6902 1428SX Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 7 EB Feature Intersected
U.S. 81 UNDER Division
07 County
137 Location
US81 & SH7 JCT Sufficiency
71.8 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.099 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
1973 ADT Total
5050 ADT Year
2022 Design Load
HS 20 Skew
9 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
H Underclearance Right
15.801 Underclearance Left
8.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
156.001 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8080 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
18 Min Measured Clearance
1608 NBI Rating
18494 ODOT County
69 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
2.001 Rt. Curb SW
2.001 Description
35ft.-84ft.-35ft. PRESTRESSED CONC. BM. SPANS SK. 9 DEG. WITH 2ft. & 3ft. RAILS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 0000SX H Index
94.0519 Latitude
34:29:27.21 Longitude
-97:58:08.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 7 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50 NBI Text
18494 Vault Link
http://plansrv1/bridgemaintvault/b18494 GIS FO/SD
FO H Inv. Method
20.2 Latitude DD
34.49089167 Longitude DD
-97.96899167 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18290 x
-10905858.2662349 y
4094908.79283468 |
|||||||||||||||||||||||||||||||||||||
| 18493 | 7286 1087EX | 18493 | Tulsa | U.S. 64 EB | 7TH ST. UNDER | 7286 1087EX | 41ft.-55ft.-41ft. CONT. WE | 1973 | 36.148328 | -96.070533 | 141.076 | 51.801 | — | 3 | 46 | 3 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.8 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18289 BRKEY
18493 NBI No.
18493 On Under
1 Structure No.
7286 1087EX Control No.
086 Lane Ind.
E Milepoint
10870 Facility Carried
U.S. 64 EB Feature Intersected
7TH ST. UNDER Division
08 County
143 Location
10.8 MI S-E OSAGE CO Sufficiency
87.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
1973 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
46 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
4.6 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
141.076 Deck Width
51.801 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
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.2 HS Inv. Rating Method
1 HS Inv. Method
38.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1408 Max Measured Clearance
1602 Min Measured Clearance
1601 NBI Rating
18493 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.-55ft.-41ft. CONT. WE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1087EX H Index
93.9091 Latitude
36:08:53.98 Longitude
-96:04:13.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 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
18493 Vault Link
http://plansrv1/bridgemaintvault/b18493 GIS FO/SD
FO H Inv. Method
29.4 Latitude DD
36.148328 Longitude DD
-96.070533 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18289 x
-10694522.8137984 y
4321050.31717452 |
|||||||||||||||||||||||||||||||||||||
| 18403 | 5931T1570 X | 18403 | Pawnee | CIMARRON TP | CREEK | 5931T1570 X | 2-10ft. X 10ft. X 243ft. RCB | 1973 | 36.21939444 | -96.53891944 | 20.997 | 245 | — | 2 | 0 | 4 | 242.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | 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 | 02 - Principal Arterial Other (Rural) | V | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18288 BRKEY
18403 NBI No.
18403 On Under
1 Structure No.
5931T1570 X Control No.
031 Lane Ind.
Milepoint
15700 Facility Carried
CIMARRON TP Feature Intersected
CREEK Division
08 County
117 Location
T.P. NO 50.36 Sufficiency
79 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
242.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
16 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
245 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
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
13760 Future ADT Year
2042 Bypass Detour
123.652866 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
18403 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 243ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T1570 X H Index
100 Latitude
36:13:09.82 Longitude
-96:32:20.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50.36 NBI Text
18403 Vault Link
http://plansrv1/bridgemaintvault/b18403 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.21939444 Longitude DD
-96.53891944 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18288 x
-10746663.3537937 y
4330851.85336705 |
|||||||||||||||||||||||||||||||||||||
| 18402 | 7286 1305 X | 18402 | Tulsa | U.S. 64 | CREEK | 7286 1305 X | 2-10ft.X 6ft.X 220ft. R.C.BOX SK81 DEG. 30ft. | 1973 | 36.15813056 | -96.03568056 | 22.966 | 0 | — | 2 | 9 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 57800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18287 BRKEY
18402 NBI No.
18402 On Under
1 Structure No.
7286 1305 X Control No.
086 Lane Ind.
Milepoint
13050 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
143 Location
12.9 MI S-E OSAGE CO Sufficiency
72.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 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
1973 ADT Total
57800 ADT Year
2022 Design Load
HS 20 Skew
9 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
20 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
387.1 HS Inv. Rating Method
1 HS Inv. Method
232.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
92480 Future ADT Year
2042 Bypass Detour
1.864114 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
18402 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
2-10ft.X 6ft.X 220ft. R.C.BOX SK81 DEG. 30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1305 X H Index
96.9772 Latitude
36:09:29.27 Longitude
-96:02:08.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18402 Vault Link
http://plansrv1/bridgemaintvault/b18402 GIS FO/SD
Meets Standards H Inv. Method
215.1 Latitude DD
36.15813056 Longitude DD
-96.03568056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18287 x
-10690643.0579247 y
4322401.76505436 |
|||||||||||||||||||||||||||||||||||||
| 18401 | 5238T1062 X | 18401 | Noble | CIMARRON TP | CO. RD. UNDER | 5238T1062 X | 20ft. X 14ft. X 101ft. R.C.B. | 1973 | 36.39194722 | -97.14035833 | 22 | 102.999 | — | 1 | 0 | 4 | 101.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 4700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18286 BRKEY
18401 NBI No.
18401 On Under
1 Structure No.
5238T1062 X Control No.
038 Lane Ind.
Milepoint
10620 Facility Carried
CIMARRON TP Feature Intersected
CO. RD. UNDER Division
04 County
103 Location
T.P NO 10.4 Sufficiency
73 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
99.9 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
4700 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
101.001 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22 Deck Width
102.999 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
N Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N 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
7520 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1301 Max Measured Clearance
1400 Min Measured Clearance
1400 NBI Rating
18401 ODOT County
52 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
20ft. X 14ft. X 101ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T1062 X H Index
92.5588 Latitude
36:23:31.01 Longitude
-97:08:25.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10.49 NBI Text
18401 Vault Link
http://plansrv1/bridgemaintvault/b18401 GIS FO/SD
FO H Inv. Method
20 Latitude DD
36.39194722 Longitude DD
-97.14035833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18286 x
-10813615.2247717 y
4354687.59639374 |
|||||||||||||||||||||||||||||||||||||
| 18400 | 3806 1050 X | 18400 | Kiowa | U.S. 183 | CREEK | 3806 1050 X | 3-8ft. X 3ft. X 82ft. RDY. R.C.B. | 1973 | 34.78433333 | -98.954675 | 26.903 | 84.003 | — | 3 | 0 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18285 BRKEY
18400 NBI No.
18400 On Under
1 Structure No.
3806 1050 X Control No.
006 Lane Ind.
Milepoint
10500 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
9.4 MI N U.S. 62 BUS. Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 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
1973 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
38.002 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
84.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
31.068559 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
18400 ODOT County
38 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 3ft. X 82ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 1050 X H Index
95.71 Latitude
34:47:03.6 Longitude
-98:57:16.83 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
NBI Text
18400 Vault Link
http://plansrv1/bridgemaintvault/b18400 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.78433333 Longitude DD
-98.954675 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18285 x
-11015584.0326139 y
4134611.39144007 |
|||||||||||||||||||||||||||||||||||||
| 18399 | 1902 0969 X | 18399 | Creek | S.H. 66 | SWAN CREEK | 1902 0969 X | 2-10ft.X10ft.X92ft. R C B | 1973 | 35.814325 | -96.46711389 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18284 BRKEY
18399 NBI No.
18399 On Under
1 Structure No.
1902 0969 X Control No.
002 Lane Ind.
Milepoint
09690 Facility Carried
S.H. 66 Feature Intersected
SWAN CREEK Division
08 County
037 Location
9.6 MI E LINCOLN C/L Sufficiency
75.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1973 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
95.4 HS Inv. Rating Method
2 HS Inv. Method
57.2 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4640 Future ADT Year
2042 Bypass Detour
39.767756 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
18399 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X92ft. R C B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1902 0969 X H Index
98.2989 Latitude
35:48:51.57 Longitude
-96:28:01.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18399 Vault Link
http://plansrv1/bridgemaintvault/b18399 GIS FO/SD
Meets Standards H Inv. Method
43.8 Latitude DD
35.814325 Longitude DD
-96.46711389 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18284 x
-10738669.9965315 y
4275102.76327921 |
|||||||||||||||||||||||||||||||||||||
| 18398 | 1902 0908 X | 18398 | Creek | S.H. 66 | CREEK | 1902 0908 X | 2-10ft.X8ft.X84ft. RCB | 1973 | 35.81340278 | -96.47781111 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18283 BRKEY
18398 NBI No.
18398 On Under
1 Structure No.
1902 0908 X Control No.
002 Lane Ind.
Milepoint
09080 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
037 Location
9.0 MI E LINCOLN C/L Sufficiency
87.5 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1973 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 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
56.7 HS Inv. Rating Method
2 HS Inv. Method
34.1 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4640 Future ADT Year
2042 Bypass Detour
39.767756 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
18398 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1902 0908 X H Index
98.6948 Latitude
35:48:48.25 Longitude
-96:28:40.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18398 Vault Link
http://plansrv1/bridgemaintvault/b18398 GIS FO/SD
Meets Standards H Inv. Method
18.9 Latitude DD
35.81340278 Longitude DD
-96.47781111 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18283 x
-10739860.8056148 y
4274976.16537114 |
|||||||||||||||||||||||||||||||||||||
| 18679 | 6718 0940 X | 18679 | Seminole | S.H. 56 | CREEK | 6718 0940 X | 3-12ft.X 12ft.X 106ft. RDY | 1974 | 34.94916389 | -96.53203056 | 40.026 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18282 BRKEY
18679 NBI No.
18679 On Under
1 Structure No.
6718 0940 X Control No.
018 Lane Ind.
Milepoint
09400 Facility Carried
S.H. 56 Feature Intersected
CREEK Division
03 County
133 Location
0.4 MI W SASAKWA Sufficiency
89.3 Kind Hwy
3 Level Service
1 Route No.
00056 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
1974 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
44.81 HS Inv. Rating Method
2 HS Inv. Method
26.88 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18679 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 12ft.X 106ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6718 0940 X H Index
96.7488 Latitude
34:56:56.99 Longitude
-96:31:55.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18679 Vault Link
http://plansrv1/bridgemaintvault/b18679 GIS FO/SD
Meets Standards H Inv. Method
18.15 Latitude DD
34.94916389 Longitude DD
-96.53203056 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18282 x
-10745896.4871799 y
4156974.86396024 |
|||||||||||||||||||||||||||||||||||||
| 18678 | 5031 0894 X | 18678 | Murray | S.H. 110 | DRY SANDY CREEK | 5031 0894 X | 3-12ft.X 12ft.X 40ft. R.C.BOX | 1974 | 34.49118056 | -97.09045556 | 38 | 42.001 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18281 BRKEY
18678 NBI No.
18678 On Under
1 Structure No.
5031 0894 X Control No.
031 Lane Ind.
Milepoint
08940 Facility Carried
S.H. 110 Feature Intersected
DRY SANDY CREEK Division
07 County
099 Location
1 MI S JCT SH7 Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00110 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
38 Deck Width
42.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.4 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18678 ODOT County
50 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
3-12ft.X 12ft.X 40ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5031 0894 X H Index
81.52 Latitude
34:29:28.25 Longitude
-97:05:25.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 110 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
33-50 NBI Text
18678 Vault Link
http://plansrv1/bridgemaintvault/b18678 GIS FO/SD
Meets Standards H Inv. Method
17.8 Latitude DD
34.49118056 Longitude DD
-97.09045556 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18281 x
-10808060.0738262 y
4094947.81068292 |
|||||||||||||||||||||||||||||||||||||
| 18677 | 6817 0824 X | 18677 | Sequoyah | S.H. 101 | CREEK | 6817 0824 X | (3) 12ft. X 12ft. X 66ft. LONG RCB | 1974 | 35.52150556 | -94.64034167 | 40 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18280 BRKEY
18677 NBI No.
18677 On Under
1 Structure No.
6817 0824 X Control No.
017 Lane Ind.
Milepoint
08240 Facility Carried
S.H. 101 Feature Intersected
CREEK Division
01 County
135 Location
8.24 E JCT US-59 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
26 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
26 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
73.5 HS Inv. Rating Method
2 HS Inv. Method
44.1 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
640 Future ADT Year
2042 Bypass Detour
24 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
18677 ODOT County
68 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) 12ft. X 12ft. X 66ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6817 0824 X H Index
66.2832 Latitude
35:31:17.42 Longitude
-94:38:25.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-0824 NBI Text
18677 Vault Link
http://plansrv1/bridgemaintvault/b18677 GIS FO/SD
Meets Standards H Inv. Method
22.9 Latitude DD
35.52150556 Longitude DD
-94.64034167 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18280 x
-10535314.6432058 y
4234979.456052 |
|||||||||||||||||||||||||||||||||||||
| 18676 | 4548 0636 X | 18676 | McCurtain | S.H. 4 | MUDLICK CREEK | 4548 0636 X | (3) 15ft. X 8ft. X 42ft. LONG RIGID FRAME | 1974 | 34.436875 | -94.56026389 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 890 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18279 BRKEY
18676 NBI No.
18676 On Under
1 Structure No.
4548 0636 X Control No.
048 Lane Ind.
Milepoint
06360 Facility Carried
S.H. 4 Feature Intersected
MUDLICK CREEK Division
02 County
089 Location
6.4 E JCT US-259 Sufficiency
94.3 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
890 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.4 HS Inv. Rating Method
1 HS Inv. Method
31.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1424 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18676 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 15ft. X 8ft. X 42ft. LONG RIGID FRAME Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4548 0636 X H Index
99.2143 Latitude
34:26:12.75 Longitude
-94:33:36.95 I257A
C I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 4 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
90 NBI Text
18676 Vault Link
http://plansrv1/bridgemaintvault/b18676 GIS FO/SD
Meets Standards H Inv. Method
17.8 Latitude DD
34.436875 Longitude DD
-94.56026389 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18279 x
-10526400.4255124 y
4087615.6064607 |
|||||||||||||||||||||||||||||||||||||
| 18675 | 1605 0244 X | 18675 | Comanche | U.S. 62 | LIME CREEK | 1605 0244 X | 3-12ft.X 10ft.X 84ft. R.C.BOX | 1974 | 34.76359167 | -98.38710278 | 40.026 | 83.999 | — | 3 | 0 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18278 BRKEY
18675 NBI No.
18675 On Under
1 Structure No.
1605 0244 X Control No.
005 Lane Ind.
Milepoint
02440 Facility Carried
U.S. 62 Feature Intersected
LIME CREEK Division
07 County
031 Location
1.3 MI. S. JCT.US277 Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 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
1974 ADT Total
5600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
83.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
70.9 HS Inv. Rating Method
2 HS Inv. Method
42.5 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8960 Future ADT Year
2042 Bypass Detour
36.039529 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
18675 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 10ft.X 84ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1605 0244 X H Index
97.4517 Latitude
34:45:48.93 Longitude
-98:23:13.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035 NBI Text
18675 Vault Link
http://plansrv1/bridgemaintvault/b18675 GIS FO/SD
Meets Standards H Inv. Method
24.8 Latitude DD
34.76359167 Longitude DD
-98.38710278 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18278 x
-10952402.1820951 y
4131800.42574896 |
|||||||||||||||||||||||||||||||||||||
| 18674 | 6016 0235 X | 18674 | Payne | U.S. 177 | LOST CREEK | 6016 0235 X | (3)-10ft. X 10ft. X 146ft. R.C.BOX SK. 45 DEG. LF | 1974 | 36.01912778 | -97.05076667 | 44.514 | 0 | — | 3 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 61.4 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18277 BRKEY
18674 NBI No.
18674 On Under
1 Structure No.
6016 0235 X Control No.
016 Lane Ind.
Milepoint
02350 Facility Carried
U.S. 177 Feature Intersected
LOST CREEK Division
04 County
119 Location
2.3 MI N JCT SH 33 Sufficiency
61.4 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
51.998 Span Type Main
M Material
1 - Concrete Design
19 Length
44.514 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
44.59 HS Inv. Rating Method
2 HS Inv. Method
26.75 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
14080 Future ADT Year
2042 Bypass Detour
27.961703 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
18674 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3)-10ft. X 10ft. X 146ft. R.C.BOX SK. 45 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6016 0235 X H Index
97.1028 Latitude
36:01:08.86 Longitude
-97:03:02.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 (PERKINS RD.) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18674 Vault Link
http://plansrv1/bridgemaintvault/b18674 GIS FO/SD
Meets Standards H Inv. Method
14.86 Latitude DD
36.01912778 Longitude DD
-97.05076667 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18277 x
-10803641.9268012 y
4303253.64436608 |
|||||||||||||||||||||||||||||||||||||
| 18585 | 3630 0380NX | 18585 | Kay | U.S. 60 | DUCK CREEK O'FLOW | 3630 0380NX | (10) - 25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS | 1973 | 36.68826944 | -97.21639444 | 250 | 43.75 | — | 10 | 0 | 2 | 40.748 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18276 BRKEY
18585 NBI No.
18585 On Under
1 Structure No.
3630 0380NX Control No.
030 Lane Ind.
N Milepoint
03800 Facility Carried
U.S. 60 Feature Intersected
DUCK CREEK O'FLOW Division
04 County
071 Location
3.8 MI E US 177 Sufficiency
89 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40.748 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
1973 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
40.748 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
1 - Concrete Design
01 Length
250 Deck Width
43.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 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
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18585 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(10) - 25ft. CONC. SLAB SPANS W/ SLOPE-FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0380NX H Index
90.0508 Latitude
36:41:17.77 Longitude
-97:12:59.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18585 Vault Link
http://plansrv1/bridgemaintvault/b18585 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.68826944 Longitude DD
-97.21639444 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18276 x
-10822079.5258188 y
4395744.18371096 |
|||||||||||||||||||||||||||||||||||||
| 18584 | 3630 0192SX | 18584 | Kay | U.S. 60 | CHIKASKIA RIVER O'FLOW | 3630 0192SX | 10-25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS | 1973 | 36.68811111 | -97.24908611 | 250 | 43.75 | — | 10 | 0 | 2 | 40.748 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18275 BRKEY
18584 NBI No.
18584 On Under
1 Structure No.
3630 0192SX Control No.
030 Lane Ind.
S Milepoint
01920 Facility Carried
U.S. 60 Feature Intersected
CHIKASKIA RIVER O'FLOW Division
04 County
071 Location
1.9 MI E US 177 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40.748 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
1973 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
40.748 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
1 - Concrete Design
01 Length
250 Deck Width
43.75 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
87 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 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
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18584 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
10-25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0192SX H Index
94.4665 Latitude
36:41:17.2 Longitude
-97:14:56.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18584 Vault Link
http://plansrv1/bridgemaintvault/b18584 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.68811111 Longitude DD
-97.24908611 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18275 x
-10825718.7458764 y
4395722.20436048 |
|||||||||||||||||||||||||||||||||||||
| 18583 | 3630 0192NX | 18583 | Kay | U.S. 60 | CHIKASKIA RIVER O'FLOW | 3630 0192NX | 10-25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS | 1973 | 36.688481 | -97.249075 | 250 | 43.75 | — | 10 | 0 | 2 | 40.748 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18274 BRKEY
18583 NBI No.
18583 On Under
1 Structure No.
3630 0192NX Control No.
030 Lane Ind.
N Milepoint
01920 Facility Carried
U.S. 60 Feature Intersected
CHIKASKIA RIVER O'FLOW Division
04 County
071 Location
1.9 MI E US 177 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40.748 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
1973 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
40.748 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
1 - Concrete Design
01 Length
250 Deck Width
43.75 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
87 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 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
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18583 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
10-25ft. CONC. SLAB SPANS WITH SLOPE-FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0192NX H Index
93.8665 Latitude
36:41:18.53 Longitude
-97:14:56.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18583 Vault Link
http://plansrv1/bridgemaintvault/b18583 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.688481 Longitude DD
-97.249075 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18274 x
-10825717.5091169 y
4395773.55251392 |
|||||||||||||||||||||||||||||||||||||
| 18582 | 6925 0073SX | 18582 | Stephens | S.H. 7 | U.P. R.R. & 7 ST. UNDER | 6925 0073SX | 48ft.,2-78ft.,48ft. PRESTRESSED CONC. BM. SPANS WITH A 2ft. & 3ft. SIDEWALKS | 1973 | 34.492075 | -97.95640833 | 255.899 | 34.8 | — | 4 | 0 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | 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 | 14 - Other Principal Arterial (Urban) | B | 4750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18273 BRKEY
18582 NBI No.
18582 On Under
1 Structure No.
6925 0073SX Control No.
025 Lane Ind.
S Milepoint
00730 Facility Carried
S.H. 7 Feature Intersected
U.P. R.R. & 7 ST. UNDER Division
07 County
137 Location
.7 MI E OF US 81 Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
5 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1973 ADT Total
4750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
255.899 Deck Width
34.8 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
3 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.2 HS Inv. Rating Method
1 HS Inv. Method
36.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7600 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
2306 Max Measured Clearance
2410 Min Measured Clearance
2405 NBI Rating
18582 ODOT County
69 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
2.999 Rt. Curb SW
2.001 Description
48ft.,2-78ft.,48ft. PRESTRESSED CONC. BM. SPANS WITH A 2ft. & 3ft. SIDEWALKS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 0073SX H Index
100 Latitude
34:29:31.47 Longitude
-97:57:23.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52 NBI Text
18582 Vault Link
http://plansrv1/bridgemaintvault/b18582 GIS FO/SD
FO H Inv. Method
27.6 Latitude DD
34.492075 Longitude DD
-97.95640833 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18273 x
-10904457.4952336 y
4095068.61573605 |
|||||||||||||||||||||||||||||||||||||
| 18581 | 6925 0073NX | 18581 | Stephens | S.H. 7 | U.P. R.R. & 7 ST. UNDER | 6925 0073NX | 48ft.,2-78ft.,48ft. PRESTRESSED CONC. BM. SPANS WITH A 2ft. & 3ft. SIDEWALK | 1973 | 34.49231667 | -97.95638333 | 255.899 | 34.8 | — | 4 | 0 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18272 BRKEY
18581 NBI No.
18581 On Under
1 Structure No.
6925 0073NX Control No.
025 Lane Ind.
N Milepoint
00730 Facility Carried
S.H. 7 Feature Intersected
U.P. R.R. & 7 ST. UNDER Division
07 County
137 Location
.7 MI E OF US 81 Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
5 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1973 ADT Total
4150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
255.899 Deck Width
34.8 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
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.2 HS Inv. Rating Method
1 HS Inv. Method
36.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 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
2306 Max Measured Clearance
2409 Min Measured Clearance
2308 NBI Rating
18581 ODOT County
69 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
2.999 Rt. Curb SW
2.001 Description
48ft.,2-78ft.,48ft. PRESTRESSED CONC. BM. SPANS WITH A 2ft. & 3ft. SIDEWALK Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 0073NX H Index
99.9781 Latitude
34:29:32.34 Longitude
-97:57:22.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
51 NBI Text
18581 Vault Link
http://plansrv1/bridgemaintvault/b18581 GIS FO/SD
FO H Inv. Method
27.6 Latitude DD
34.49231667 Longitude DD
-97.95638333 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18272 x
-10904454.7122463 y
4095101.25644539 |
|||||||||||||||||||||||||||||||||||||
| 18492 | 7286 1087WX | 18492 | Tulsa | U.S. 64 WB | 7TH ST. UNDER | 7286 1087WX | 41ft.-55ft.-41ft. CONT. WE | 1973 | 36.148083 | -96.071172 | 141.076 | 51.801 | — | 3 | 46 | 3 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.8 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18271 BRKEY
18492 NBI No.
18492 On Under
1 Structure No.
7286 1087WX Control No.
086 Lane Ind.
W Milepoint
10870 Facility Carried
U.S. 64 WB Feature Intersected
7TH ST. UNDER Division
08 County
143 Location
10.8 MI S-E OSAGE CO Sufficiency
87.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
1973 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
46 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
4.6 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
141.076 Deck Width
51.801 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
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.2 HS Inv. Rating Method
1 HS Inv. Method
38.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1408 Max Measured Clearance
1502 Min Measured Clearance
1500 NBI Rating
18492 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.-55ft.-41ft. CONT. WE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1087WX H Index
89.4372 Latitude
36:08:53.1 Longitude
-96:04:16.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 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
18492 Vault Link
http://plansrv1/bridgemaintvault/b18492 GIS FO/SD
FO H Inv. Method
29.4 Latitude DD
36.148083 Longitude DD
-96.071172 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18271 x
-10694593.946953 y
4321016.5419647 |
|||||||||||||||||||||||||||||||||||||
| 18491 | 0703 0731EX | 18491 | Bryan | U.S. 69 NB | ABANDONED R.R. UNDER | 0703 0731EX | (3) 46ft. PC BEAM SK 24 DEG. | 1973 | 34.03931944 | -96.37251389 | 138.999 | 51.699 | — | 3 | 24 | 3 | 48.701 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 9500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18270 BRKEY
18491 NBI No.
18491 On Under
1 Structure No.
0703 0731EX Control No.
003 Lane Ind.
E Milepoint
07310 Facility Carried
U.S. 69 NB Feature Intersected
ABANDONED R.R. UNDER Division
02 County
013 Location
7.31 N JCT US-69 BUS Sufficiency
88 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
0 Vertical Clearance
N Horizontal Clearance
48.701 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
1973 ADT Total
9500 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
3 Road Width
48.701 Ref. Underclearance Rt.
N Underclearance Right
18.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
138.999 Deck Width
51.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N 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
15200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18491 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 46ft. PC BEAM SK 24 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0731EX H Index
95.0878 Latitude
34:02:21.55 Longitude
-96:22:21.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
025 NBI Text
18491 Vault Link
http://plansrv1/bridgemaintvault/b18491 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.03931944 Longitude DD
-96.37251389 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18270 x
-10728139.1727025 y
4034082.88898872 |
|||||||||||||||||||||||||||||||||||||
| 18490 | 0703 0731WX | 18490 | Bryan | U.S. 69 SB | ABANDONED R.R. UNDER | 0703 0731WX | (3) 46ft. PC BEAM SK 24 DEG. | 1973 | 34.03927778 | -96.37293889 | 138.999 | 43.701 | — | 3 | 24 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Fair (5) | Satisfactory (6) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18269 BRKEY
18490 NBI No.
18490 On Under
1 Structure No.
0703 0731WX Control No.
003 Lane Ind.
W Milepoint
07310 Facility Carried
U.S. 69 SB Feature Intersected
ABANDONED R.R. UNDER Division
02 County
013 Location
7.31 N JCT US-69 BUS Sufficiency
79 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
0 Vertical Clearance
N Horizontal Clearance
40.699 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
1973 ADT Total
9300 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
18.999 Underclearance Left
0 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
138.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N 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
14880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18490 ODOT County
07 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 46ft. PC BEAM SK 24 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0731WX H Index
93.5196 Latitude
34:02:21.4 Longitude
-96:22:22.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
026 NBI Text
18490 Vault Link
http://plansrv1/bridgemaintvault/b18490 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.03927778 Longitude DD
-96.37293889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18269 x
-10728186.4834861 y
4034077.29247809 |
|||||||||||||||||||||||||||||||||||||
| 18489 | 2431 0134NX | 18489 | Garfield | U.S. 64 / U.S. 412 | SKELETON CREEK | 2431 0134NX | 40ft.-60ft.-40ft. P.C. BEAM SPANS W/ SLOPED FACE PARAPETS | 1972 | 36.3975 | -97.81416667 | 142.5 | 43.75 | — | 3 | 0 | 2 | 40.748 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18268 BRKEY
18489 NBI No.
18489 On Under
1 Structure No.
2431 0134NX Control No.
031 Lane Ind.
N Milepoint
01340 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
SKELETON CREEK Division
04 County
047 Location
4.3 MI E JCT US 81 Sufficiency
88.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.748 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
4550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.748 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
142.5 Deck Width
43.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18489 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. P.C. BEAM SPANS W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0134NX H Index
95.5899 Latitude
36:23:51 Longitude
-97:48:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18489 Vault Link
http://plansrv1/bridgemaintvault/b18489 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.3975 Longitude DD
-97.81416667 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18268 x
-10888623.2260728 y
4355455.51221325 |
|||||||||||||||||||||||||||||||||||||
| 18488 | 2527 0776 X | 18488 | Garvin | S.H. 74 | ROCK CREEK | 2527 0776 X | 3-45ft. PRESTRESSED CO | 1973 | 34.61569722 | -97.40041944 | 137.139 | 34.449 | — | 3 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 730 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18267 BRKEY
18488 NBI No.
18488 On Under
1 Structure No.
2527 0776 X Control No.
027 Lane Ind.
Milepoint
07760 Facility Carried
S.H. 74 Feature Intersected
ROCK CREEK Division
03 County
049 Location
7.8 MI N CARTER C/L Sufficiency
91 Kind Hwy
3 Level Service
1 Route No.
00074 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
1973 ADT Total
730 ADT Year
2022 Design Load
HS 20 Skew
0 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
5 - Prestressed Concrete Design
02 Length
137.139 Deck Width
34.449 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
4 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1168 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18488 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2527 0776 X H Index
99.5658 Latitude
34:36:56.51 Longitude
-97:24:01.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18488 Vault Link
http://plansrv1/bridgemaintvault/b18488 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.61569722 Longitude DD
-97.40041944 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18267 x
-10842565.0951121 y
4111777.79818073 |
|||||||||||||||||||||||||||||||||||||
| 18397 | 0703 0804 X | 18397 | Bryan | U.S. 69 | CREEK | 0703 0804 X | (2) 10ft. X 10ft. X 158ft. RCB | 1973 | 34.04649444 | -96.36178889 | 21.001 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 17900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18266 BRKEY
18397 NBI No.
18397 On Under
1 Structure No.
0703 0804 X Control No.
003 Lane Ind.
Milepoint
08040 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
02 County
013 Location
8.04 N JCT US-69 BUS Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 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
1973 ADT Total
17900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.8 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28640 Future ADT Year
2042 Bypass Detour
9.941939 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
18397 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 158ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0804 X H Index
97.9375 Latitude
34:02:47.38 Longitude
-96:21:42.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
027 NBI Text
18397 Vault Link
http://plansrv1/bridgemaintvault/b18397 GIS FO/SD
Meets Standards H Inv. Method
31.8 Latitude DD
34.04649444 Longitude DD
-96.36178889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18266 x
-10726945.2711637 y
4035046.80334916 |
|||||||||||||||||||||||||||||||||||||
| 18396 | 6035T0770 X | 18396 | Payne | CIMARRON TP | CREEK | 6035T0770 X | 2-10ft. X 8ft. X 116ft. RCB | 1973 | 36.23983889 | -96.94365278 | 20.997 | 117.999 | — | 2 | 0 | 2 | 116.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | 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 | 02 - Principal Arterial Other (Rural) | V | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18265 BRKEY
18396 NBI No.
18396 On Under
1 Structure No.
6035T0770 X Control No.
035 Lane Ind.
Milepoint
07700 Facility Carried
CIMARRON TP Feature Intersected
CREEK Division
04 County
119 Location
WESTBOUND SPUR RAMP Sufficiency
79 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
116.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
117.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
5600 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18396 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 116ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0770 X H Index
99.34 Latitude
36:14:23.42 Longitude
-96:56:37.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27.46A NBI Text
18396 Vault Link
http://plansrv1/bridgemaintvault/b18396 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.23983889 Longitude DD
-96.94365278 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18265 x
-10791718.0631095 y
4333673.21569341 |
|||||||||||||||||||||||||||||||||||||
| 18395 | 6035T0620 X | 18395 | Payne | CIMARRON TP | CREEK | 6035T0620 X | 2-10ft. X 8ft. X 287ft. RCB | 1973 | 36.23461389 | -96.96894722 | 20.997 | 288.999 | — | 2 | 0 | 4 | 287.001 | 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 | 02 - Principal Arterial Other (Rural) | V | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18264 BRKEY
18395 NBI No.
18395 On Under
1 Structure No.
6035T0620 X Control No.
035 Lane Ind.
Milepoint
06200 Facility Carried
CIMARRON TP Feature Intersected
CREEK Division
04 County
119 Location
MILE MARKER 26A Sufficiency
66 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
287.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
288.999 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
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
5600 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18395 ODOT County
60 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 8ft. X 287ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0620 X H Index
90.1116 Latitude
36:14:04.61 Longitude
-96:58:08.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25.97A NBI Text
18395 Vault Link
http://plansrv1/bridgemaintvault/b18395 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.23461389 Longitude DD
-96.96894722 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18264 x
-10794533.8272902 y
4332952.08830688 |
|||||||||||||||||||||||||||||||||||||
| 18394 | 5702 0589 X | 18394 | Osage | U.S. 60 | CREEK | 5702 0589 X | 2-10ft. X 10ft. X 102ft. R.C. BOX SK. 60 DEG. | 1973 | 36.67673056 | -96.95793611 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18263 BRKEY
18394 NBI No.
18394 On Under
1 Structure No.
5702 0589 X Control No.
002 Lane Ind.
Milepoint
05890 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
6.0 MI. E. KAY CL Sufficiency
89.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
3000 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
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 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
61.7 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
31.689931 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
18394 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 102ft. R.C. BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5702 0589 X H Index
98.6764 Latitude
36:40:36.23 Longitude
-96:57:28.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18394 Vault Link
http://plansrv1/bridgemaintvault/b18394 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
36.67673056 Longitude DD
-96.95793611 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18263 x
-10793308.076132 y
4394142.47635899 |
|||||||||||||||||||||||||||||||||||||
| 18393 | 5931T0576 X | 18393 | Pawnee | CIMARRON TP | CREEK | 5931T0576 X | 2-12ft. X 10ft. X 128ft. RCB | 1973 | 36.22446667 | -96.71631667 | 25 | 130 | — | 2 | 0 | 4 | 127.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | 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 | 02 - Principal Arterial Other (Rural) | V | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18262 BRKEY
18393 NBI No.
18393 On Under
1 Structure No.
5931T0576 X Control No.
031 Lane Ind.
Milepoint
05760 Facility Carried
CIMARRON TP Feature Intersected
CREEK Division
08 County
117 Location
T.P. NO 40.41 Sufficiency
77 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
127.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
130 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
13440 Future ADT Year
2042 Bypass Detour
123.652866 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
18393 ODOT County
59 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
2-12ft. X 10ft. X 128ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T0576 X H Index
96.6485 Latitude
36:13:28.08 Longitude
-96:42:58.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40.41 NBI Text
18393 Vault Link
http://plansrv1/bridgemaintvault/b18393 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.22446667 Longitude DD
-96.71631667 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18262 x
-10766411.1231054 y
4331551.7593167 |