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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 17283 | 7280 0140NX | 17283 | Tulsa | U.S. 64 WB | LEWIS AVE UNDER | 7280 0140NX | 33ft.,49ft.,49ft.,33ft.IBM S | 1968 | 36.14301667 | -95.95849444 | 166 | 53 | — | 4 | 0 | 3 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 42400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17836 BRKEY
17283 NBI No.
17283 On Under
1 Structure No.
7280 0140NX Control No.
080 Lane Ind.
N Milepoint
01400 Facility Carried
U.S. 64 WB Feature Intersected
LEWIS AVE UNDER Division
08 County
143 Location
1.0 MI E PEORIA AVE Sufficiency
95.6 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
1968 ADT Total
42400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
5.906 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
166 Deck Width
53 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
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50.3 HS Inv. Rating Method
3 HS Inv. Method
38.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
67840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1410 Max Measured Clearance
1600 Min Measured Clearance
1511 NBI Rating
17283 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.,49ft.,49ft.,33ft.IBM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0140NX H Index
73.4466 Latitude
36:08:34.86 Longitude
-95:57:30.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17283 Vault Link
http://plansrv1/bridgemaintvault/b17283 GIS FO/SD
Meets Standards H Inv. Method
37.9 Latitude DD
36.14301667 Longitude DD
-95.95849444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17836 x
-10682050.73835 y
4320318.13149361 |
|||||||||||||||||||||||||||||||||||||
| 17282 | 7329T2330 X | 17282 | Wagoner | N4250 | MUSKOGEE TP UNDER | 7329T2330 X | 2-82ft. PC BEAM SPANS | 1968 | 35.86046944 | -95.44655278 | 166.995 | 22.999 | — | 2 | 23 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.9 | 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) | P | 120 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17835 BRKEY
17282 NBI No.
17282 On Under
1 Structure No.
7329T2330 X Control No.
Lane Ind.
Milepoint
Facility Carried
N4250 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
23.24 MI'S SE JCT SH51 Sufficiency
77.9 Kind Hwy
4 Level Service
1 Route No.
N4250 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
120 ADT Year
2022 Design Load
H 15 Skew
23 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.995 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
80.5 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
192 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1702 Min Measured Clearance
1608 NBI Rating
17282 ODOT County
73 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
2-82ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2330 X H Index
99.4162 Latitude
35:51:37.69 Longitude
-95:26:47.59 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
N4250 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.24 NBI Text
17282 Vault Link
http://plansrv1/bridgemaintvault/b17282 GIS FO/SD
FO H Inv. Method
36 Latitude DD
35.86046944 Longitude DD
-95.44655278 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17835 x
-10625061.6534429 y
4281439.1280321 |
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| 17281 | 7333T0442 X | 17281 | Wagoner | N4280 | MUSKOGEE TP UNDER | 7333T0150 X | 2-81ft. PC BEAM SPANS | 1968 | 35.84144444 | -95.39391111 | 164.042 | 22.999 | — | 2 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.5 | 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) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17834 BRKEY
17281 NBI No.
17281 On Under
1 Structure No.
7333T0442 X Control No.
Lane Ind.
Milepoint
Facility Carried
N4280 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
T.P NO 26.50 Sufficiency
76.5 Kind Hwy
4 Level Service
1 Route No.
N4280 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.001 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 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
164.042 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
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
6 HS Operating Rating Method
1 HS Operating Rating
67.5 HS Inv. Rating Method
1 HS Inv. Method
40.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1707 Min Measured Clearance
1608 NBI Rating
17281 ODOT County
73 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
2-81ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7333T0150 X H Index
90.729 Latitude
35:50:29.2 Longitude
-95:23:38.08 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
N4280 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26.50 NBI Text
17281 Vault Link
http://plansrv1/bridgemaintvault/b17281 GIS FO/SD
FO H Inv. Method
28.1 Latitude DD
35.84144444 Longitude DD
-95.39391111 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17834 x
-10619201.609544 y
4278826.24671457 |
|||||||||||||||||||||||||||||||||||||
| 17280 | 7329T1420 X | 17280 | Wagoner | CO. RD. N4170 | MUSKOGEE TP UNDER | 7329T1420 X | 2-80ft. PC BEAM SPANS | 1968 | 35.93109167 | -95.58135 | 164.042 | 22.966 | — | 2 | 30 | 2 | 18.045 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.5 | 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) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17833 BRKEY
17280 NBI No.
17280 On Under
1 Structure No.
7329T1420 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4170 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
14.22 MI'S SE JCT SH51 Sufficiency
72.5 Kind Hwy
4 Level Service
1 Route No.
N4170 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20.997 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
18.045 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.95 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.042 Deck Width
22.966 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
86.7 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NO Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1609 Min Measured Clearance
1605 NBI Rating
17280 ODOT County
73 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
2-80ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1420 X H Index
100 Latitude
35:55:51.93 Longitude
-95:34:52.86 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4170 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14.22 NBI Text
17280 Vault Link
http://plansrv1/bridgemaintvault/b17280 GIS FO/SD
FO H Inv. Method
25.5 Latitude DD
35.93109167 Longitude DD
-95.58135 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17833 x
-10640067.2113337 y
4291143.8299368 |
|||||||||||||||||||||||||||||||||||||
| 17279 | 5163T1174 X | 17279 | Muskogee | CO. RD. N4340 | MUSKOGEE TP UNDER | 5163T1146 X | 83ft.-79ft. PC BEAM SPANS | 1968 | 35.618203 | -95.286203 | 166.995 | 22.999 | — | 2 | 30 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.5 | 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) | P | 4850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17832 BRKEY
17279 NBI No.
17279 On Under
1 Structure No.
5163T1174 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4340 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
101 Location
11.37 MI'S NE JCT I-40 Sufficiency
67.5 Kind Hwy
4 Level Service
1 Route No.
N4340 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
4850 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.995 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
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
6 HS Operating Rating Method
1 HS Operating Rating
78.9 HS Inv. Rating Method
1 HS Inv. Method
27.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7760 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1705 Min Measured Clearance
1610 NBI Rating
17279 ODOT County
51 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
83ft.-79ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T1146 X H Index
100 Latitude
35:37:05.53 Longitude
-95:17:10.33 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4340 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
44.98 NBI Text
17279 Vault Link
http://plansrv1/bridgemaintvault/b17279 GIS FO/SD
FO H Inv. Method
20.3 Latitude DD
35.618203 Longitude DD
-95.286203 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17832 x
-10607211.5975845 y
4248213.06889338 |
|||||||||||||||||||||||||||||||||||||
| 17562 | 0501 1645 X | 17562 | Beckham | NS-183 CO. RD. | I-40 UNDER | 0501 1645 X | 33ft.(2-95ft. CONT.)33ft. PLATE GIRDER SPANS | 1969 | 35.25916667 | -99.72027778 | 261.155 | 28.999 | — | 2 | 0 | 2 | 27.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.1 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17831 BRKEY
17562 NBI No.
17562 On Under
1 Structure No.
0501 1645 X Control No.
Lane Ind.
Milepoint
Facility Carried
NS-183 CO. RD. Feature Intersected
I-40 UNDER Division
05 County
009 Location
16.5 MI E TEXAS ST. LINE Sufficiency
87.1 Kind Hwy
4 Level Service
1 Route No.
N1830 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1969 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
26.201 Underclearance Left
32.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
261.155 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 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
162 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1803 Min Measured Clearance
1609 NBI Rating
17562 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.(2-95ft. CONT.)33ft. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 1645 X H Index
94.1182 Latitude
35:15:33 Longitude
-99:43:13 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
NS185 CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17562 Vault Link
http://plansrv1/bridgemaintvault/b17562 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.25916667 Longitude DD
-99.72027778 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
17831 x
-11100810.5442334 y
4199156.87287304 |
|||||||||||||||||||||||||||||||||||||
| 17561 | 7329T2536 X | 17561 | Wagoner | MUSKOGEE TP | U.S. 69 UNDER | 7329T2536 X | 38ft.,2-79ft.,38ft. PC. BEAM SPANS, SK62RF | 1969 | 35.84414167 | -95.40247222 | 238.845 | 97.999 | — | 4 | 28 | 4 | 92.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17830 BRKEY
17561 NBI No.
17561 On Under
1 Structure No.
7329T2536 X Control No.
029 Lane Ind.
Milepoint
25360 Facility Carried
MUSKOGEE TP Feature Intersected
U.S. 69 UNDER Division
01 County
145 Location
2.1 MI N MUSKOGEE CO Sufficiency
80 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
64.501 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1969 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
4 Road Width
92.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
238.845 Deck Width
97.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26880 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
1605 Max Measured Clearance
1704 Min Measured Clearance
1608 NBI Rating
17561 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.601 Rt. Curb SW
1.601 Description
38ft.,2-79ft.,38ft. PC. BEAM SPANS, SK62RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2536 X H Index
90.983 Latitude
35:50:38.91 Longitude
-95:24:08.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
MUSKOGEE TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25.96 NBI Text
17561 Vault Link
http://plansrv1/bridgemaintvault/b17561 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.84414167 Longitude DD
-95.40247222 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17830 x
-10620154.6279498 y
4279196.6444208 |
|||||||||||||||||||||||||||||||||||||
| 17560 | 1036 1627 X | 17560 | Carter | S.H. 53 (EAST) | I-35 UNDER | 1036 1627 X | (2) 114ft. CONTINUOUS STEEL RIGID FRAME SPANS | 1969 | 34.303692 | -97.160036 | 229.987 | 42.999 | — | 2 | 0 | 2 | 40 | 4 - Steel Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17829 BRKEY
17560 NBI No.
17560 On Under
1 Structure No.
1036 1627 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 53 (EAST) Feature Intersected
I-35 UNDER Division
07 County
019 Location
7.0 MI N JCT SH142 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
01008 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
11.499 Underclearance Left
30 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
07 Length
229.987 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
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
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5280 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1707 Min Measured Clearance
1603 NBI Rating
17560 ODOT County
10 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 114ft. CONTINUOUS STEEL RIGID FRAME SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 1627 X H Index
99.0913 Latitude
34:18:13.29 Longitude
-97:09:36.13 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
S.H. 53 (EAST) Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
120 NBI Text
17560 Vault Link
http://plansrv1/bridgemaintvault/b17560 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.303692 Longitude DD
-97.160036 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17829 x
-10815805.7329761 y
4069653.70301315 |
|||||||||||||||||||||||||||||||||||||
| 17559 | 3630 0878NX | 17559 | Kay | U.S. 60 | U.S. 60 BUS. UNDER | 3630 0878NX | 55ft.(2-66ft. CONT.)45ft. | 1969 | 36.68848333 | -97.1263 | 232.94 | 39.8 | — | 4 | 0 | 2 | 37.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.2 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17828 BRKEY
17559 NBI No.
17559 On Under
1 Structure No.
3630 0878NX Control No.
030 Lane Ind.
N Milepoint
08780 Facility Carried
U.S. 60 Feature Intersected
U.S. 60 BUS. UNDER Division
04 County
071 Location
12.2 MI E JCT I 35 Sufficiency
79.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.745 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
1969 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
11.155 Underclearance Left
5.906 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
232.94 Deck Width
39.8 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
43.1 HS Inv. Rating Method
1 HS Inv. Method
25.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
14'1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17559 ODOT County
36 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
55ft.(2-66ft. CONT.)45ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0878NX H Index
96.3035 Latitude
36:41:18.54 Longitude
-97:07:34.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17559 Vault Link
http://plansrv1/bridgemaintvault/b17559 GIS FO/SD
Meets Standards H Inv. Method
14.4 Latitude DD
36.68848333 Longitude DD
-97.1263 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17828 x
-10812050.2586347 y
4395773.87596545 |
|||||||||||||||||||||||||||||||||||||
| 17558 | 0504R1379 X | 17558 | Beckham | S.H. 6 | I-40 UNDER | 0504 1379 X | 35ft. (2-80ft. CONT.) 35 PLATE GIRDER SPANS | 1969 | 35.38916667 | -99.40194444 | 231.955 | 39.8 | — | 2 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.9 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 3650 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
17827 BRKEY
17558 NBI No.
17558 On Under
1 Structure No.
0504R1379 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 6 Feature Intersected
I-40 UNDER Division
05 County
009 Location
I-40 & S.H. 6 JCT. Sufficiency
57.9 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1969 ADT Total
3650 ADT Year
2017 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
31.099 Underclearance Left
16.201 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
231.955 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44.092 HS Inv. Rating Method
1 HS Inv. Method
26.345 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5840 Future ADT Year
2037 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1600 NBI Rating
17558 ODOT County
05 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
35ft. (2-80ft. CONT.) 35 PLATE GIRDER SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1379 X H Index
65.9342 Latitude
35:23:21 Longitude
-99:24:07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 6 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17558 Vault Link
http://plansrv1/bridgemaintvault/b17558 GIS FO/SD
SD H Inv. Method
20.172 Latitude DD
35.38916667 Longitude DD
-99.40194444 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17827 x
-11065373.8389221 y
4216893.91206518 |
|||||||||||||||||||||||||||||||||||||
| 17557 | 0504R1378 X | 17557 | Beckham | S.H. 6 | I-40 UNDER | 0504 1378 X | 35ft. (2-80ft. CONT.) 35 PLATE GIRDER SPANS | 1969 | 35.388889 | -99.402222 | 231.955 | 39.8 | — | 2 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.9 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 3600 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
17826 BRKEY
17557 NBI No.
17557 On Under
1 Structure No.
0504R1378 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 6 Feature Intersected
I-40 UNDER Division
05 County
009 Location
I-40 & S.H. 6 JCT. Sufficiency
55.9 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1969 ADT Total
3600 ADT Year
2017 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
31.499 Underclearance Left
15.801 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
231.955 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
44.092 HS Inv. Rating Method
1 HS Inv. Method
26.345 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2037 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1811 Min Measured Clearance
1511 NBI Rating
17557 ODOT County
05 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
35ft. (2-80ft. CONT.) 35 PLATE GIRDER SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1378 X H Index
65.9283 Latitude
35:23:20 Longitude
-99:24:08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 6 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17557 Vault Link
http://plansrv1/bridgemaintvault/b17557 GIS FO/SD
SD H Inv. Method
20.172 Latitude DD
35.388889 Longitude DD
-99.402222 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17826 x
-11065404.7367599 y
4216855.99668837 |
|||||||||||||||||||||||||||||||||||||
| 17468 | 6722 0053 X | 17468 | Seminole | S.H. 56 | SAND CREEK | 6722 0053 X | 3-40ft. PRESTRESSED CONC. BMSPANS | 1969 | 35.16680556 | -96.49331667 | 121.063 | 45.801 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.8 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17825 BRKEY
17468 NBI No.
17468 On Under
1 Structure No.
6722 0053 X Control No.
022 Lane Ind.
Milepoint
00530 Facility Carried
S.H. 56 Feature Intersected
SAND CREEK Division
03 County
133 Location
0.4 MI N JCT US 270BU Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00056 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
1969 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
121.063 Deck Width
45.801 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
9 Super Rating
9 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.7 HS Inv. Rating Method
3 HS Inv. Method
53.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
1.242742 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
17468 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. PRESTRESSED CONC. BMSPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6722 0053 X H Index
95.2287 Latitude
35:10:00.5 Longitude
-96:29:35.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 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
17468 Vault Link
http://plansrv1/bridgemaintvault/b17468 GIS FO/SD
Meets Standards H Inv. Method
53 Latitude DD
35.16680556 Longitude DD
-96.49331667 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17825 x
-10741586.8766585 y
4186572.52171317 |
|||||||||||||||||||||||||||||||||||||
| 17465 | 6102 1489EX | 17465 | Pittsburg | U.S. 69 | DANCING RABBIT CREEK | 6102 1489EX | 35ft. - 40ft. - 35ft. PC BEAM SK 45 DEG | 1969 | 34.86476667 | -95.81036944 | 119.094 | 53.301 | — | 3 | 45 | 3 | 51.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17822 BRKEY
17465 NBI No.
17465 On Under
1 Structure No.
6102 1489EX Control No.
002 Lane Ind.
E Milepoint
14890 Facility Carried
U.S. 69 Feature Intersected
DANCING RABBIT CREEK Division
02 County
121 Location
0.2 N INDIAN NATIONS TPK Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 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
1969 ADT Total
10650 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
51.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
119.094 Deck Width
53.301 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.7 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
17040 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
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17465 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. - 40ft. - 35ft. PC BEAM SK 45 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6102 1489EX H Index
84.0299 Latitude
34:51:53.16 Longitude
-95:48:37.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
011 NBI Text
17465 Vault Link
http://plansrv1/bridgemaintvault/b17465 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
34.86476667 Longitude DD
-95.81036944 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17822 x
-10665561.5387762 y
4145518.62712738 |
|||||||||||||||||||||||||||||||||||||
| 17464 | 2004 1197NX | 17464 | Custer | I-40 WB | CUSTER ST. UNDER | 2004 1197NX | 34ft.-46ft.-34ft. CONT. CONC. SLAB SPANS | 1969 | 35.52180833 | -98.70793889 | 116.142 | 39.8 | — | 3 | 0 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17821 BRKEY
17464 NBI No.
17464 On Under
1 Structure No.
2004 1197NX Control No.
004 Lane Ind.
N Milepoint
11970 Facility Carried
I-40 WB Feature Intersected
CUSTER ST. UNDER Division
05 County
039 Location
1.1 MI E JCT S.H. 54 Sufficiency
93.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
9700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
8.1 Underclearance Left
7.598 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
116.142 Deck Width
39.8 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
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15520 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1402 NBI Rating
17464 ODOT County
20 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.-46ft.-34ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 1197NX H Index
73.6952 Latitude
35:31:18.51 Longitude
-98:42:28.58 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17464 Vault Link
http://plansrv1/bridgemaintvault/b17464 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.52180833 Longitude DD
-98.70793889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17821 x
-10988117.4944884 y
4235020.86699855 |
|||||||||||||||||||||||||||||||||||||
| 17463 | 2004 1197SX | 17463 | Custer | I-40 EB | CUSTER ST. UNDER | 2004 1197SX | 34ft.-46ft.-34ft. CONT. CONC. SLAB SPANS | 1969 | 35.52151111 | -98.70793889 | 116.142 | 39.8 | — | 3 | 0 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17820 BRKEY
17463 NBI No.
17463 On Under
1 Structure No.
2004 1197SX Control No.
004 Lane Ind.
S Milepoint
11970 Facility Carried
I-40 EB Feature Intersected
CUSTER ST. UNDER Division
05 County
039 Location
1.1 MI E JCT S.H. 54 Sufficiency
93.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
8.301 Underclearance Left
7.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
116.142 Deck Width
39.8 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
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1911 Min Measured Clearance
1710 NBI Rating
17463 ODOT County
20 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.-46ft.-34ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 1197SX H Index
75.0384 Latitude
35:31:17.44 Longitude
-98:42:28.58 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17463 Vault Link
http://plansrv1/bridgemaintvault/b17463 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.52151111 Longitude DD
-98.70793889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17820 x
-10988117.4944884 y
4234980.21514415 |
|||||||||||||||||||||||||||||||||||||
| 17278 | 7329T0820 X | 17278 | Wagoner | CO. RD. N4140 | MUSKOGEE TP UNDER | 7329T0820 X | 2-80ft. PC BEAM SPANS | 1968 | 35.99788333 | -95.63661944 | 164.042 | 28.999 | — | 2 | 31 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.3 | Fair (5) | Good (7) | Very good (8) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17813 BRKEY
17278 NBI No.
17278 On Under
1 Structure No.
7329T0820 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4140 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
8.37 MI'S SE JCT SH 51 Sufficiency
62.3 Kind Hwy
4 Level Service
1 Route No.
N4140 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
31 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
29.905 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.042 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
95.35 HS Inv. Rating Method
1 HS Inv. Method
54.675 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1702 Min Measured Clearance
1603 NBI Rating
17278 ODOT County
73 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
2-80ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T0820 X H Index
99.7444 Latitude
35:59:52.38 Longitude
-95:38:11.83 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4140 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08.37 NBI Text
17278 Vault Link
http://plansrv1/bridgemaintvault/b17278 GIS FO/SD
FO H Inv. Method
47.289 Latitude DD
35.99788333 Longitude DD
-95.63661944 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17813 x
-10646219.7772509 y
4300330.12542504 |
|||||||||||||||||||||||||||||||||||||
| 17277 | 7286 0699 X | 17277 | Tulsa | 129TH W. AVE. | U.S. 64 UNDER | 7286 0699 X | 80ft.-85ft. PLATE GIRDER SPANS | 1968 | 36.141667 | -96.135 | 165 | 44.8 | — | 2 | 0 | 2 | 42.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17812 BRKEY
17277 NBI No.
17277 On Under
1 Structure No.
7286 0699 X Control No.
Lane Ind.
Milepoint
Facility Carried
129TH W. AVE. Feature Intersected
U.S. 64 UNDER Division
08 County
143 Location
6.9 MI SE C/L Sufficiency
93 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1968 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
42.999 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
165 Deck Width
44.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1504 Min Measured Clearance
1504 NBI Rating
17277 ODOT County
72 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
80ft.-85ft. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 0699 X H Index
94.2866 Latitude
36:08:30 Longitude
-96:08:06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
129TH W. AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17277 Vault Link
http://plansrv1/bridgemaintvault/b17277 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.141667 Longitude DD
-96.135 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17812 x
-10701699.2474114 y
4320132.08259577 |
|||||||||||||||||||||||||||||||||||||
| 17276 | 0323T0590 X | 17276 | Atoka | CO. RD. E1680 | IND. NATION TP UNDER | 0323T0590 X | 82ft.,81ft. PC BM SPANS | 1968 | 34.57916667 | -95.76027778 | 165.026 | 22.999 | — | 2 | 22 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.4 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17811 BRKEY
17276 NBI No.
17276 On Under
1 Structure No.
0323T0590 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1680 Feature Intersected
IND. NATION TP UNDER Division
02 County
005 Location
62.1 MI'S S. JCT I-40 Sufficiency
83.4 Kind Hwy
4 Level Service
1 Route No.
E1680 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.201 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
22 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
18.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
165.026 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.9 HS Inv. Rating Method
1 HS Inv. Method
27.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1605 Min Measured Clearance
1605 NBI Rating
17276 ODOT County
03 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
82ft.,81ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0323T0590 X H Index
99.3431 Latitude
34:34:45 Longitude
-95:45:37 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1680 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
62.10 NBI Text
17276 Vault Link
http://plansrv1/bridgemaintvault/b17276 GIS FO/SD
Meets Standards H Inv. Method
20.4 Latitude DD
34.57916667 Longitude DD
-95.76027778 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17811 x
-10659985.360692 y
4106837.62449342 |
|||||||||||||||||||||||||||||||||||||
| 17275 | 7329T0470 X | 17275 | Wagoner | CO. RD. N4110 | MUSKOGEE TP UNDER | 7329T0470 X | 2-80ft. PC BEAM SPANS | 1968 | 36.02377778 | -95.68998889 | 164.042 | 22.999 | — | 2 | 30 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73 | 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) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17810 BRKEY
17275 NBI No.
17275 On Under
1 Structure No.
7329T0470 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4110 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
4.88 MI'S SE JCT SH 51 Sufficiency
73 Kind Hwy
4 Level Service
1 Route No.
E0690 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.042 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1706 Min Measured Clearance
1605 NBI Rating
17275 ODOT County
73 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
2-80ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T0470 X H Index
100 Latitude
36:01:25.6 Longitude
-95:41:23.96 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4110 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.88 NBI Text
17275 Vault Link
http://plansrv1/bridgemaintvault/b17275 GIS FO/SD
FO H Inv. Method
27.1 Latitude DD
36.02377778 Longitude DD
-95.68998889 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17810 x
-10652160.8372488 y
4303893.65134344 |
|||||||||||||||||||||||||||||||||||||
| 17274 | 7333R0430 X | 17274 | Wagoner | MUSKOGEE TP | CO. RD. UNDER | 7333R0430 X | -1 | 1968 | 35.31666667 | -95.55972222 | 164.042 | 22.999 | — | 2 | 19 | 4 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | Open, no restriction (A) | 57.9 | 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) | P | 9120 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
17809 BRKEY
17274 NBI No.
17274 On Under
2 Structure No.
7333R0430 X Control No.
033 Lane Ind.
Milepoint
04300 Facility Carried
MUSKOGEE TP Feature Intersected
CO. RD. UNDER Division
01 County
145 Location
26.5 MI SE OF SH 51 Sufficiency
57.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
9120 ADT Year
1999 Design Load
H 15 Skew
19 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
_ No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.042 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
7 Bridge Posting
3 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
19.842 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8100 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17274 ODOT County
73 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
-1 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7333R0430 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17274 Vault Link
http://plansrv1/bridgemaintvault/b17274 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17809 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 17273 | 7329T0230 X | 17273 | Wagoner | CO. RD. N4090 | MUSKOGEE TP UNDER | 7329T0230 X | 2-80ft. PC BEAM SPANS | 1968 | 36.04141944 | -95.72605278 | 164.042 | 22.999 | — | 2 | 30 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.5 | 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) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17808 BRKEY
17273 NBI No.
17273 On Under
1 Structure No.
7329T0230 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4090 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
2.53 MI'S SE JCT SH 51 Sufficiency
70.5 Kind Hwy
4 Level Service
1 Route No.
N4090 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.042 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
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
6 HS Operating Rating Method
1 HS Operating Rating
84 HS Inv. Rating Method
1 HS Inv. Method
31.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1701 Min Measured Clearance
1606 NBI Rating
17273 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T0230 X H Index
96.0638 Latitude
36:02:29.11 Longitude
-95:43:33.79 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4090 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.53 NBI Text
17273 Vault Link
http://plansrv1/bridgemaintvault/b17273 GIS FO/SD
FO H Inv. Method
23.5 Latitude DD
36.04141944 Longitude DD
-95.72605278 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17808 x
-10656175.4511196 y
4306322.12081897 |
|||||||||||||||||||||||||||||||||||||
| 17556 | 0504 1287 X | 17556 | Beckham | RANDALL ST. | I-40 UNDER | 0504 1287 X | 35ft. (2-81ft. CONT.) 35 PLATE GIRDER SPANS | 1969 | 35.38527778 | -99.4175 | 233.924 | 33.799 | — | 2 | 0 | 2 | 32.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.2 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 1650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17807 BRKEY
17556 NBI No.
17556 On Under
1 Structure No.
0504 1287 X Control No.
Lane Ind.
Milepoint
Facility Carried
RANDALL ST. Feature Intersected
I-40 UNDER Division
05 County
009 Location
1.8 MI S I-40 BUS. Sufficiency
78.2 Kind Hwy
4 Level Service
1 Route No.
00504 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1969 ADT Total
1650 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
33.999 Underclearance Left
17.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
233.924 Deck Width
33.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
20 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2640 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1709 Min Measured Clearance
1604 NBI Rating
17556 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. (2-81ft. CONT.) 35 PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1287 X H Index
99.7068 Latitude
35:23:07 Longitude
-99:25:03 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
RANDALL ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17556 Vault Link
http://plansrv1/bridgemaintvault/b17556 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.38527778 Longitude DD
-99.4175 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17807 x
-11067105.4759403 y
4216362.90248887 |
|||||||||||||||||||||||||||||||||||||
| 17555 | 0504 0988 X | 17555 | Beckham | MERRITT RD. | I-40 UNDER | 0504 0988 X | 35ft. (2-80ft. CONT.) 35ft. PLATE GIRDER SPANS | 1969 | 35.38555556 | -99.47027778 | 232.94 | 42.011 | — | 2 | 0 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17806 BRKEY
17555 NBI No.
17555 On Under
1 Structure No.
0504 0988 X Control No.
Lane Ind.
Milepoint
Facility Carried
MERRITT RD. Feature Intersected
I-40 UNDER Division
05 County
009 Location
9.9 MI E I-40 BUS. Sufficiency
97.5 Kind Hwy
4 Level Service
1 Route No.
00513 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
32.001 Underclearance Left
17.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
232.94 Deck Width
42.011 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1711 Min Measured Clearance
1601 NBI Rating
17555 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. (2-80ft. CONT.) 35ft. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0988 X H Index
100 Latitude
35:23:08 Longitude
-99:28:13 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
MERRITT ROAD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17555 Vault Link
http://plansrv1/bridgemaintvault/b17555 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.38555556 Longitude DD
-99.47027778 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17806 x
-11072980.6715351 y
4216400.83118792 |
|||||||||||||||||||||||||||||||||||||
| 17554 | 1036 1730 X | 17554 | Carter | CO. RD. E1860 | I-35 UNDER | 1036 1730 X | (2) 114ft. CONTINUOUS STEEL RIGID FRAME SPANS | 1969 | 34.3182 | -97.15658056 | 229.987 | 32.999 | — | 2 | 0 | 2 | 30 | 4 - Steel Continuous | Frame (07) | M | Concrete cast-in-place (1) | Posted for load (P) | 88.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17805 BRKEY
17554 NBI No.
17554 On Under
1 Structure No.
1036 1730 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1860 Feature Intersected
I-35 UNDER Division
07 County
019 Location
8.1 MI N JCT SH142 Sufficiency
88.7 Kind Hwy
4 Level Service
1 Route No.
E1860 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
300 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
30 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
07 Length
229.987 Deck Width
32.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
3 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
36 HS Inv. Rating Method
2 HS Inv. Method
27 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
480 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
202020 Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1602 NBI Rating
17554 ODOT County
10 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) 114ft. CONTINUOUS STEEL RIGID FRAME SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 1730 X H Index
98.3197 Latitude
34:19:05.52 Longitude
-97:09:23.69 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
CO. RD. E1860 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
121 NBI Text
17554 Vault Link
http://plansrv1/bridgemaintvault/b17554 GIS FO/SD
FO H Inv. Method
15 Latitude DD
34.3182 Longitude DD
-97.15658056 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17805 x
-10815421.0751549 y
4071608.95908885 |
|||||||||||||||||||||||||||||||||||||
| 17553 | 2546 2363 X | 17553 | Garvin | S.H. 145 | I-35 UNDER | 2546 2363 X | 78ft.-63ft.-78ft. CONT. PL | 1969 | 34.82632778 | -97.30952778 | 220.144 | 34.777 | — | 3 | 15 | 2 | 29.856 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.6 | Poor (4) | Fair (5) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17804 BRKEY
17553 NBI No.
17553 On Under
1 Structure No.
2546 2363 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 145 Feature Intersected
I-35 UNDER Division
03 County
049 Location
6.7 MI N JCT SH 19 Sufficiency
54.6 Kind Hwy
3 Level Service
1 Route No.
00145 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
29.856 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
29.856 Ref. Underclearance Rt.
H Underclearance Right
11.155 Underclearance Left
18.045 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
220.144 Deck Width
34.777 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
15.499961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17553 ODOT County
25 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
78ft.-63ft.-78ft. CONT. PL Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2546 2363 X H Index
83.2475 Latitude
34:49:34.78 Longitude
-97:18:34.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 145 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17553 Vault Link
http://plansrv1/bridgemaintvault/b17553 GIS FO/SD
SD H Inv. Method
22 Latitude DD
34.82632778 Longitude DD
-97.30952778 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17804 x
-10832447.0818035 y
4140304.75783857 |
|||||||||||||||||||||||||||||||||||||
| 17552 | 1002 1085SX | 17552 | Carter | U.S. 70 | WALNUT CREEK | 1002 1085SX | 64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SPANS | 1969 | 34.17354444 | -97.372925 | 209.974 | 40.499 | — | 3 | 0 | 2 | 37.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17803 BRKEY
17552 NBI No.
17552 On Under
1 Structure No.
1002 1085SX Control No.
002 Lane Ind.
S Milepoint
10850 Facility Carried
U.S. 70 Feature Intersected
WALNUT CREEK Division
07 County
019 Location
10.8 MI E JEFFERSON C/L Sufficiency
95.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 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
1969 ADT Total
3650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
40.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17552 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1002 1085SX H Index
76.2663 Latitude
34:10:24.76 Longitude
-97:22:22.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
005 NBI Text
17552 Vault Link
http://plansrv1/bridgemaintvault/b17552 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.17354444 Longitude DD
-97.372925 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17803 x
-10839504.4280516 y
4052128.67672995 |
|||||||||||||||||||||||||||||||||||||
| 17551 | 1002 1085NX | 17551 | Carter | U.S. 70 | WALNUT CREEK | 1002 1085NX | 64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SPANS | 1969 | 34.17383889 | -97.37297222 | 209.974 | 40.499 | — | 3 | 0 | 2 | 37.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17802 BRKEY
17551 NBI No.
17551 On Under
1 Structure No.
1002 1085NX Control No.
002 Lane Ind.
N Milepoint
10850 Facility Carried
U.S. 70 Feature Intersected
WALNUT CREEK Division
07 County
019 Location
10.8 MI E JEFFERSON C/L Sufficiency
95.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 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
1969 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
40.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 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
17551 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1002 1085NX H Index
74.083 Latitude
34:10:25.82 Longitude
-97:22:22.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
004 NBI Text
17551 Vault Link
http://plansrv1/bridgemaintvault/b17551 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.17383889 Longitude DD
-97.37297222 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17802 x
-10839509.684558 y
4052168.29536368 |
|||||||||||||||||||||||||||||||||||||
| 17462 | 0504 0788NX | 17462 | Beckham | I-40 WB | S.H. 34 SOUTH UNDER | 0504 0788NX | 32ft.-46ft.-32ft. CONT. I-BEAM SPANS | 1969 | 35.385833 | -99.505672 | 111.877 | 40 | — | 3 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17801 BRKEY
17462 NBI No.
17462 On Under
1 Structure No.
0504 0788NX Control No.
004 Lane Ind.
N Milepoint
07880 Facility Carried
I-40 WB Feature Intersected
S.H. 34 SOUTH UNDER Division
05 County
009 Location
JCT I-40 & SH-34 Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
6800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
11.099 Underclearance Left
9.249 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
111.877 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10880 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1710 Min Measured Clearance
1604 NBI Rating
17462 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-46ft.-32ft. CONT. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0788NX H Index
96.6712 Latitude
35:23:09 Longitude
-99:30:20.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-40 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17462 Vault Link
http://plansrv1/bridgemaintvault/b17462 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.385833 Longitude DD
-99.505672 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17801 x
-11076920.7380825 y
4216438.71359297 |
|||||||||||||||||||||||||||||||||||||
| 17461 | 0504 0788SX | 17461 | Beckham | I-40 EB | S.H. 34 SOUTH UNDER | 0504 0788SX | 32ft.-46ft.-32ft. CONT. I-BEAM SPANS | 1969 | 35.3855 | -99.505672 | 111.877 | 40 | — | 3 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17800 BRKEY
17461 NBI No.
17461 On Under
1 Structure No.
0504 0788SX Control No.
004 Lane Ind.
S Milepoint
07880 Facility Carried
I-40 EB Feature Intersected
S.H. 34 SOUTH UNDER Division
05 County
009 Location
JCT I-40 & SH-34 Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
6950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
11.099 Underclearance Left
9.101 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
111.877 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1709 Min Measured Clearance
1701 NBI Rating
17461 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-46ft.-32ft. CONT. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0788SX H Index
97.9976 Latitude
35:23:07.8 Longitude
-99:30:20.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17461 Vault Link
http://plansrv1/bridgemaintvault/b17461 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.3855 Longitude DD
-99.505672 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17800 x
-11076920.7380825 y
4216393.24489149 |
|||||||||||||||||||||||||||||||||||||
| 17459 | 0504 1549SX | 17459 | Beckham | I-40 | 7TH ST. UNDER | 0504 1549SX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1969 | 35.40788611 | -99.38269722 | 102.034 | 39.8 | — | 3 | 0 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.3 | Poor (4) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17798 BRKEY
17459 NBI No.
17459 On Under
1 Structure No.
0504 1549SX Control No.
004 Lane Ind.
S Milepoint
15490 Facility Carried
I-40 Feature Intersected
7TH ST. UNDER Division
05 County
009 Location
15.5 MI E I-40 BUS. Sufficiency
77.3 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
7750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
1.601 Underclearance Left
1.601 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.5 HS Inv. Rating Method
1 HS Inv. Method
21.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1600 Min Measured Clearance
1503 NBI Rating
17459 ODOT County
05 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
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1549SX H Index
96.6308 Latitude
35:24:28.39 Longitude
-99:22:57.71 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17459 Vault Link
http://plansrv1/bridgemaintvault/b17459 GIS FO/SD
FO H Inv. Method
17.7 Latitude DD
35.40788611 Longitude DD
-99.38269722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17798 x
-11063231.2481925 y
4219450.32158981 |
|||||||||||||||||||||||||||||||||||||
| 17458 | 0504 1549NX | 17458 | Beckham | I-40 | 7TH ST. UNDER | 0504 1549NX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1969 | 35.40807778 | -99.382975 | 102.034 | 40 | — | 3 | 0 | 2 | 38.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.6 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17797 BRKEY
17458 NBI No.
17458 On Under
1 Structure No.
0504 1549NX Control No.
004 Lane Ind.
N Milepoint
15490 Facility Carried
I-40 Feature Intersected
7TH ST. UNDER Division
05 County
009 Location
15.5 MI E I-40 BUS. Sufficiency
78.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
7600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
1.601 Underclearance Left
1.601 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1511 Min Measured Clearance
1407 NBI Rating
17458 ODOT County
05 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
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1549NX H Index
95.4992 Latitude
35:24:29.08 Longitude
-99:22:58.71 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17458 Vault Link
http://plansrv1/bridgemaintvault/b17458 GIS FO/SD
FO H Inv. Method
18 Latitude DD
35.40807778 Longitude DD
-99.382975 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17797 x
-11063262.1705206 y
4219476.49996297 |
|||||||||||||||||||||||||||||||||||||
| 17457 | 2546 0997WX | 17457 | Garvin | I-35 | CREEK | 2546 0997WX | 30ft.-40ft.-30ft.-I-BEAM S | 1969 | 34.64547778 | -97.22006667 | 101.499 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17796 BRKEY
17457 NBI No.
17457 On Under
1 Structure No.
2546 0997WX Control No.
046 Lane Ind.
W Milepoint
09970 Facility Carried
I-35 Feature Intersected
CREEK Division
03 County
049 Location
0.4 MI S JCT SH 29 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
15300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
101.499 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24480 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17457 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft.-I-BEAM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 0997WX H Index
99.9507 Latitude
34:38:43.72 Longitude
-97:13:12.24 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 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
17457 Vault Link
http://plansrv1/bridgemaintvault/b17457 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.64547778 Longitude DD
-97.22006667 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17796 x
-10822488.3165925 y
4115806.75231719 |
|||||||||||||||||||||||||||||||||||||
| 17361 | 2431 0000 X | 17361 | Garfield | U.S. 64 | CREEK | 2431 0000 X | 2-8ft. X 4ft. X 238ft. R.C. BOX SK. 53 DEG 00ft.55ft. | 1969 | 36.39283333 | -97.83698889 | 20 | 0 | — | 2 | 37 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17790 BRKEY
17361 NBI No.
17361 On Under
1 Structure No.
2431 0000 X Control No.
031 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
047 Location
3.1 MI E JCT 81 ENID Sufficiency
67.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
36.01 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
1969 ADT Total
9300 ADT Year
2022 Design Load
HS 20 Skew
37 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.092 HS Inv. Rating Method
1 HS Inv. Method
34.943 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14880 Future ADT Year
2042 Bypass Detour
55.000002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1601 Min Measured Clearance
1508 NBI Rating
17361 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft. X 4ft. X 238ft. R.C. BOX SK. 53 DEG 00ft.55ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0000 X H Index
98.9799 Latitude
36:23:34.2 Longitude
-97:50:13.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 (30TH STREET) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17361 Vault Link
http://plansrv1/bridgemaintvault/b17361 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.39283333 Longitude DD
-97.83698889 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17790 x
-10891163.783982 y
4354810.13635767 |
|||||||||||||||||||||||||||||||||||||
| 17550 | 2546 2162 X | 17550 | Garvin | E1530 | I-35 UNDER | 2546 2162 X | 78ft.-61ft.-78ft. CONT. PL | 1969 | 34.79762778 | -97.30253889 | 217.848 | 28.871 | — | 3 | 5 | 2 | 23.95 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17783 BRKEY
17550 NBI No.
17550 On Under
1 Structure No.
2546 2162 X Control No.
Lane Ind.
Milepoint
Facility Carried
E1530 Feature Intersected
I-35 UNDER Division
03 County
049 Location
21.6 MI N MURRAY C/L Sufficiency
90.1 Kind Hwy
4 Level Service
1 Route No.
E1530 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.95 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
75 ADT Year
2022 Design Load
H 15 Skew
5 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
H Underclearance Right
11.155 Underclearance Left
18.045 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.95 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
217.848 Deck Width
28.871 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
3 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17550 ODOT County
25 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
78ft.-61ft.-78ft. CONT. PL Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 2162 X H Index
98.1978 Latitude
34:47:51.46 Longitude
-97:18:09.14 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E1530 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
17550 Vault Link
http://plansrv1/bridgemaintvault/b17550 GIS FO/SD
FO H Inv. Method
25 Latitude DD
34.79762778 Longitude DD
-97.30253889 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17783 x
-10831669.0821275 y
4136413.46286946 |
|||||||||||||||||||||||||||||||||||||
| 17548 | 3630 0914SX | 17548 | Kay | U.S. 60 | BOIS D'ARC CREEK O'FLOW | 3630 0914SX | 5-40ft. I-BM. SPANS WITH TR-4 RAIL SK. 60 DEG. RF | 1969 | 36.68319444 | -97.11997222 | 201.115 | 39.167 | — | 5 | 30 | 2 | 36.998 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17781 BRKEY
17548 NBI No.
17548 On Under
1 Structure No.
3630 0914SX Control No.
030 Lane Ind.
S Milepoint
09140 Facility Carried
U.S. 60 Feature Intersected
BOIS D'ARC CREEK O'FLOW Division
04 County
071 Location
12.6 MI E JCT I 35 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
36.998 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
1969 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
36.998 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
201.115 Deck Width
39.167 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
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17548 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM. SPANS WITH TR-4 RAIL SK. 60 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0914SX H Index
92.1325 Latitude
36:40:59.5 Longitude
-97:07:11.9 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
NBI Text
17548 Vault Link
http://plansrv1/bridgemaintvault/b17548 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
36.68319444 Longitude DD
-97.11997222 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17781 x
-10811345.8533873 y
4395039.6953751 |
|||||||||||||||||||||||||||||||||||||
| 17547 | 3630 0914NX | 17547 | Kay | U.S. 60 | BOIS D'ARC CREEK O'FLOW | 3630 0914NX | 5-40ft. I-BM. SPANS W/ TR-4 RAILS SK. 60 DEG. RF | 1969 | 36.68349167 | -97.11986944 | 201.001 | 37.999 | — | 5 | 30 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17780 BRKEY
17547 NBI No.
17547 On Under
1 Structure No.
3630 0914NX Control No.
030 Lane Ind.
N Milepoint
09140 Facility Carried
U.S. 60 Feature Intersected
BOIS D'ARC CREEK O'FLOW Division
04 County
071 Location
12.6 MI E JCT I 35 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
37.999 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
1969 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
5 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
201.001 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17547 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM. SPANS W/ TR-4 RAILS SK. 60 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0914NX H Index
93.2096 Latitude
36:41:00.57 Longitude
-97:07:11.53 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
17547 Vault Link
http://plansrv1/bridgemaintvault/b17547 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
36.68349167 Longitude DD
-97.11986944 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17780 x
-10811334.41197 y
4395080.95420548 |
|||||||||||||||||||||||||||||||||||||
| 17546 | 0504 0750 X | 17546 | Beckham | I-40 | I-40 EB BUS. UNDER | 0504 0750NX | 57ft.-88ft.-55ft. CONT. PLATE GIRDER SPANS SK. 30 DEG. R.F. | 1969 | 35.38544167 | -99.51202222 | 205.052 | 40 | — | 3 | 60 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17779 BRKEY
17546 NBI No.
17546 On Under
1 Structure No.
0504 0750 X Control No.
004 Lane Ind.
Milepoint
07500 Facility Carried
I-40 Feature Intersected
I-40 EB BUS. UNDER Division
05 County
009 Location
7.5 MI E I-40 BUS. SAYRE Sufficiency
96.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
13900 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
12.799 Underclearance Left
6.601 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
205.052 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22240 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1707 Min Measured Clearance
1511 NBI Rating
17546 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
57ft.-88ft.-55ft. CONT. PLATE GIRDER SPANS SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0750NX H Index
90.4619 Latitude
35:23:07.59 Longitude
-99:30:43.28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17546 Vault Link
http://plansrv1/bridgemaintvault/b17546 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.38544167 Longitude DD
-99.51202222 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17779 x
-11077627.6413393 y
4216385.2803782 |
|||||||||||||||||||||||||||||||||||||
| 17545 | 3630 0823 X | 17545 | Kay | S.H. 156 | U.S. 60 UNDER | 3630 0823 X | 30ft. (79ft.-67ft. CONT.) 30ft. I-BM. SPANS WITH TR-4 RAILS | 1969 | 36.68808056 | -97.13873056 | 208.999 | 41.168 | — | 2 | 0 | 2 | 38.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17778 BRKEY
17545 NBI No.
17545 On Under
1 Structure No.
3630 0823 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 156 Feature Intersected
U.S. 60 UNDER Division
04 County
071 Location
11.7 MI E JCT I 35 Sufficiency
97.8 Kind Hwy
3 Level Service
1 Route No.
00156 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
38.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
28.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.999 Deck Width
41.168 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45 HS Inv. Rating Method
3 HS Inv. Method
35 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
1509 Min Measured Clearance
1502 NBI Rating
17545 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. (79ft.-67ft. CONT.) 30ft. I-BM. SPANS WITH TR-4 RAILS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0823 X H Index
97.1572 Latitude
36:41:17.09 Longitude
-97:08:19.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 156 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
17545 Vault Link
http://plansrv1/bridgemaintvault/b17545 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
36.68808056 Longitude DD
-97.13873056 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17778 x
-10813434.0222442 y
4395717.96341856 |
|||||||||||||||||||||||||||||||||||||
| 17456 | 2546 0997EX | 17456 | Garvin | I-35 | CREEK | 2546 0997EX | 30ft.-40ft.-30ft.-I BEAM S | 1969 | 34.64553056 | -97.21951111 | 101.05 | 41 | — | 3 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 36000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17777 BRKEY
17456 NBI No.
17456 On Under
1 Structure No.
2546 0997EX Control No.
046 Lane Ind.
E Milepoint
09970 Facility Carried
I-35 Feature Intersected
CREEK Division
03 County
049 Location
0.4 MI S JCT SH 29 Sufficiency
97.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
36000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
50400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17456 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft.-I BEAM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 0997EX H Index
93.6968 Latitude
34:38:43.91 Longitude
-97:13:10.24 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 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
17456 Vault Link
http://plansrv1/bridgemaintvault/b17456 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.64553056 Longitude DD
-97.21951111 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17777 x
-10822426.4719362 y
4115813.89410512 |
|||||||||||||||||||||||||||||||||||||
| 17360 | 6802R0000 X | 17360 | Sequoyah | U.S. 59 | ARK RIVER & CO RD UNDER | 6802R0000 X | 3-100ft.,4-100ft.,207ft.,334ft.,207ft.,2(4-100ft.CONT.) PLATE GIRDER SPANS ((ED MCDONAL | 1968 | 35.34816944 | -94.77074444 | 2556.001 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.6 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3460 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
17771 BRKEY
17360 NBI No.
17360 On Under
1 Structure No.
6802R0000 X Control No.
002 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 59 Feature Intersected
ARK RIVER & CO RD UNDER Division
01 County
135 Location
SEQUOYAH & LEFLORE C/L Sufficiency
34.6 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
6 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
3460 ADT Year
2002 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
03 Length
2556.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.895 HS Inv. Rating Method
2 HS Inv. Method
32.849 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
5536 Future ADT Year
2022 Bypass Detour
50 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17360 ODOT County
68 Nav. Control
1 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
3-100ft.,4-100ft.,207ft.,334ft.,207ft.,2(4-100ft.CONT.) PLATE GIRDER SPANS ((ED MCDONAL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6802R0000 X H Index
48.4529 Latitude
35:20:53.41 Longitude
-94:46:14.68 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17360 Vault Link
http://plansrv1/bridgemaintvault/b17360 GIS FO/SD
SD H Inv. Method
18.298 Latitude DD
35.34816944 Longitude DD
-94.77074444 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17771 x
-10549831.0131603 y
4211297.22064577 |
|||||||||||||||||||||||||||||||||||||
| 17359 | 5162T0073 X | 17359 | Muskogee | MUSKOGEE TP | ARKANSAS RIVER | 5162T0096 X | 78ft., 16-100ft., 78ft. PC BEAM SPANS | 1968 | 35.79425 | -95.31473056 | 1755.906 | 73.999 | — | 18 | 0 | 4 | 68.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | P | 18400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17770 BRKEY
17359 NBI No.
17359 On Under
1 Structure No.
5162T0073 X Control No.
062 Lane Ind.
Milepoint
00730 Facility Carried
MUSKOGEE TP Feature Intersected
ARKANSAS RIVER Division
01 County
101 Location
1.5 MI'S N. JCT US 62 Sufficiency
72.8 Kind Hwy
8 Level Service
1 Route No.
00351 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1968 ADT Total
18400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
18 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
02 Length
1755.906 Deck Width
73.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 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
53.1 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29440 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17359 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
78ft., 16-100ft., 78ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5162T0096 X H Index
97.1494 Latitude
35:47:39.3 Longitude
-95:18:53.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.20 NBI Text
17359 Vault Link
http://plansrv1/bridgemaintvault/b17359 GIS FO/SD
Meets Standards H Inv. Method
27.3 Latitude DD
35.79425 Longitude DD
-95.31473056 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17770 x
-10610387.2710373 y
4272347.29648377 |
|||||||||||||||||||||||||||||||||||||
| 17358 | 3304 1801NX | 17358 | Jackson | U.S. 62 | NORTH FORK OF RED RIVER | 3304 1801NX | 4-(4-100ft.) CONT. PLATE GIRDER SPANS | 1968 | 34.63821389 | -99.10550556 | 1605.971 | 40 | — | 16 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | 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 | 2350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17769 BRKEY
17358 NBI No.
17358 On Under
1 Structure No.
3304 1801NX Control No.
004 Lane Ind.
N Milepoint
18010 Facility Carried
U.S. 62 Feature Intersected
NORTH FORK OF RED RIVER Division
05 County
065 Location
JACKSON-TILLMAN C/L Sufficiency
96.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
2350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
16 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1605.971 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 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
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17358 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-(4-100ft.) CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3304 1801NX H Index
80.3097 Latitude
34:38:17.57 Longitude
-99:06:19.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17358 Vault Link
http://plansrv1/bridgemaintvault/b17358 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.63821389 Longitude DD
-99.10550556 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17769 x
-11032374.4137491 y
4114823.90136453 |
|||||||||||||||||||||||||||||||||||||
| 17357 | 4623T0000 X | 17357 | McIntosh | IND. NATION TP | S. CANADIAN RIVER | 4623T0000 X | 14-100ft.,2-81ft. PC BM | 1968 | 35.144875 | -95.89964722 | 1562.008 | 73.999 | — | 16 | 0 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 7800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17768 BRKEY
17357 NBI No.
17357 On Under
1 Structure No.
4623T0000 X Control No.
023 Lane Ind.
Milepoint
00000 Facility Carried
IND. NATION TP Feature Intersected
S. CANADIAN RIVER Division
01 County
091 Location
20.43 MI'S S. JCT I-40 Sufficiency
93.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
7800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
16 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
83 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1562.008 Deck Width
73.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.7 HS Inv. Rating Method
1 HS Inv. Method
48.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17357 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
14-100ft.,2-81ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T0000 X H Index
98.7762 Latitude
35:08:41.55 Longitude
-95:53:58.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.43 NBI Text
17357 Vault Link
http://plansrv1/bridgemaintvault/b17357 GIS FO/SD
Meets Standards H Inv. Method
21.9 Latitude DD
35.144875 Longitude DD
-95.89964722 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17768 x
-10675499.895785 y
4183586.54831017 |
|||||||||||||||||||||||||||||||||||||
| 17544 | 7717 0577 X | 17544 | Woodward | S.H. 50 | BULL CREEK | 7717 0577 X | 5-40ft. I-BM. SPANS WITH TR-4 Traffic Rail | 1969 | 36.394742 | -99.228603 | 201.5 | 33.136 | — | 5 | 0 | 2 | 30.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Good (7) | Very good (8) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 490 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17760 BRKEY
17544 NBI No.
17544 On Under
1 Structure No.
7717 0577 X Control No.
017 Lane Ind.
Milepoint
05770 Facility Carried
S.H. 50 Feature Intersected
BULL CREEK Division
06 County
153 Location
5.8 MI N JCT US 183 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00050 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.7 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
490 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
30.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
201.5 Deck Width
33.136 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
9 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.4 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
784 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
17544 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM. SPANS WITH TR-4 Traffic Rail Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7717 0577 X H Index
78.7352 Latitude
36:23:41.07 Longitude
-99:13:42.97 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 50 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17544 Vault Link
http://plansrv1/bridgemaintvault/b17544 GIS FO/SD
Meets Standards H Inv. Method
44.9 Latitude DD
36.394742 Longitude DD
-99.228603 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17760 x
-11046077.5580879 y
4355074.09067208 |
|||||||||||||||||||||||||||||||||||||
| 17543 | 7102 0532SX | 17543 | Tillman | U.S. 62 | OTTER CREEK O'FLOW | 7102 0532SX | 8-25ft. CONC. SLAB SPANS | 1969 | 34.63784444 | -99.0066 | 200.131 | 47.201 | — | 8 | 0 | 2 | 44.003 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17759 BRKEY
17543 NBI No.
17543 On Under
1 Structure No.
7102 0532SX Control No.
002 Lane Ind.
S Milepoint
05320 Facility Carried
U.S. 62 Feature Intersected
OTTER CREEK O'FLOW Division
05 County
141 Location
5.3 MI E JACKSON C/L Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
44.003 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
1969 ADT Total
2050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
44.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44.003 Span Type Main
M Material
1 - Concrete Design
01 Length
200.131 Deck Width
47.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.1 HS Inv. Rating Method
1 HS Inv. Method
40.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3280 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
-1 Min Measured Clearance
-1 NBI Rating
17543 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7102 0532SX H Index
85.8995 Latitude
34:38:16.24 Longitude
-99:00:23.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17543 Vault Link
http://plansrv1/bridgemaintvault/b17543 GIS FO/SD
Meets Standards H Inv. Method
22.3 Latitude DD
34.63784444 Longitude DD
-99.0066 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17759 x
-11021364.2971733 y
4114773.9147082 |
|||||||||||||||||||||||||||||||||||||
| 17542 | 7717 0377 X | 17542 | Woodward | S.H. 50 | INDIAN CREEK | 7717 0377 X | 5-40ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS | 1969 | 36.365669 | -99.228697 | 200.131 | 32.9 | — | 5 | 0 | 2 | 30.699 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 490 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17758 BRKEY
17542 NBI No.
17542 On Under
1 Structure No.
7717 0377 X Control No.
017 Lane Ind.
Milepoint
03770 Facility Carried
S.H. 50 Feature Intersected
INDIAN CREEK Division
06 County
153 Location
3.8 MI N JCT US 183 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00050 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30.699 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
1969 ADT Total
490 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
30.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
200.131 Deck Width
32.9 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.8 HS Inv. Rating Method
1 HS Inv. Method
31.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
784 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
17542 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM. SPANS WITH 2- 18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7717 0377 X H Index
99.2269 Latitude
36:21:56.41 Longitude
-99:13:43.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 50 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
17542 Vault Link
http://plansrv1/bridgemaintvault/b17542 GIS FO/SD
Meets Standards H Inv. Method
22.3 Latitude DD
36.365669 Longitude DD
-99.228697 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17758 x
-11046088.02212 y
4351054.22158746 |
|||||||||||||||||||||||||||||||||||||
| 17541 | 2004 1514 X | 17541 | Custer | AIRPORT RD. | I-40 UNDER | 2004 1514 X | 2-102ft. CONT. PLATE GIRDER SPANS | 1969 | 35.53611111 | -98.65861111 | 206.037 | 42.001 | — | 2 | 0 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.8 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17757 BRKEY
17541 NBI No.
17541 On Under
1 Structure No.
2004 1514 X Control No.
Lane Ind.
Milepoint
Facility Carried
AIRPORT RD. Feature Intersected
I-40 UNDER Division
05 County
039 Location
4.3 MI E JCT S.H. 54 Sufficiency
83.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
13.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
206.037 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1708 Min Measured Clearance
1602 NBI Rating
17541 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-102ft. CONT. PLATE GIRDER SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2004 1514 X H Index
71.2653 Latitude
35:32:10 Longitude
-98:39:31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
AIRPORT RD. 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
17541 Vault Link
http://plansrv1/bridgemaintvault/b17541 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.53611111 Longitude DD
-98.65861111 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17757 x
-10982626.3511368 y
4236977.28791828 |
|||||||||||||||||||||||||||||||||||||
| 17540 | 5164 0237 X | 17540 | Muskogee | BNSF R.R. | S.H. 165 UNDER | 5164 0237 X | 35ft.,2-65ft.,35ft. COMPOS | 1969 | 35.76426944 | -95.31024444 | 200.131 | 8.999 | — | 4 | 10 | 4 | 29.524 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | H | 18600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17756 BRKEY
17540 NBI No.
17540 On Under
2 Structure No.
5164 0237 X Control No.
064 Lane Ind.
Milepoint
02370 Facility Carried
BNSF R.R. Feature Intersected
S.H. 165 UNDER Division
01 County
101 Location
0.4 MI S JCT US 62 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.999 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1969 ADT Total
18600 ADT Year
2022 Design Load
Railroad Skew
10 No. Main Spans
4 Road Width
29.524 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
26.24 Span Type Main
M Material
3 - Steel Design
02 Length
200.131 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N 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
29760 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1608 Min Measured Clearance
1606 NBI Rating
17540 ODOT County
51 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.,2-65ft.,35ft. COMPOS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5164 0237 X H Index
-1 Latitude
35:45:51.37 Longitude
-95:18:36.88 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 165 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17540 Vault Link
http://plansrv1/bridgemaintvault/b17540 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.76426944 Longitude DD
-95.31024444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17756 x
-10609887.8784432 y
4268233.5019721 |
|||||||||||||||||||||||||||||||||||||
| 17539 | 6134T0000EX | 17539 | Pittsburg | IND. NATION TP | U.S. 69 UNDER | 6134T0000EX | 37ft.-64ft.-52ft.-39ft. PC B | 1965 | 34.86237778 | -95.81294722 | 194.882 | 43.999 | — | 4 | 15 | 3 | 38.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.7 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 4050 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
17755 BRKEY
17539 NBI No.
17539 On Under
1 Structure No.
6134T0000EX Control No.
034 Lane Ind.
E Milepoint
00000 Facility Carried
IND. NATION TP Feature Intersected
U.S. 69 UNDER Division
02 County
121 Location
41.02 MI S JCT I-40 Sufficiency
72.7 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
4050 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
4 Road Width
38.999 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
9.003 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
194.882 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.9 HS Inv. Rating Method
1 HS Inv. Method
43.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
1808 Min Measured Clearance
1700 NBI Rating
17539 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-64ft.-52ft.-39ft. PC B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0000EX H Index
95.4633 Latitude
34:51:44.56 Longitude
-95:48:46.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
IND. NATION TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
41.02N NBI Text
17539 Vault Link
http://plansrv1/bridgemaintvault/b17539 GIS FO/SD
FO H Inv. Method
34.5 Latitude DD
34.86237778 Longitude DD
-95.81294722 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17755 x
-10665848.4959332 y
4145194.52596464 |
|||||||||||||||||||||||||||||||||||||
| 17450 | 0504 1213 X | 17450 | Beckham | I-40 | CREEK | 0504 1213 X | 4-15ft.X14ft.X145ft. RDY. R.C.B. | 1969 | 35.38547778 | -99.43063056 | 64.961 | 0 | — | 4 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17754 BRKEY
17450 NBI No.
17450 On Under
1 Structure No.
0504 1213 X Control No.
004 Lane Ind.
Milepoint
12130 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
009 Location
12.1 MI E I-40 BUS. Sufficiency
74.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
14200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
64.961 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
7 Structure Rating
7 Deck Geometry
N 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
22720 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17450 ODOT County
05 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
4-15ft.X14ft.X145ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1213 X H Index
89.11 Latitude
35:23:07.72 Longitude
-99:25:50.27 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17450 Vault Link
http://plansrv1/bridgemaintvault/b17450 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.38547778 Longitude DD
-99.43063056 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17754 x
-11068567.1631933 y
4216390.21092055 |