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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 25808 | 4726 1081 X | 25808 | — | U.S. 412 | BARNEY CREEK | 4726 1081SX | 3-60ft. PC BEAM SPANS | 2000 | 36.38894444 | -98.70655833 | 181.581 | 46.5 | — | 3 | 0 | 2 | 44.2 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26193 BRKEY
25808 NBI No.
25808 On Under
1 Structure No.
4726 1081 X Control No.
026 Lane Ind.
Milepoint
10810 Facility Carried
U.S. 412 Feature Intersected
BARNEY CREEK Division
06 County
093 Location
11.0 MI E JCT US 281 Sufficiency
91.6 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44.2 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
2000 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
44.2 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
181.581 Deck Width
46.5 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
8 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25808 ODOT County
47 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4726 1081SX H Index
91.4692 Latitude
36:23:20.2 Longitude
-98:42:23.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25808 Vault Link
http://plansrv1/bridgemaintvault/b25808 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.38894444 Longitude DD
-98.70655833 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26193 x
-10987963.8112521 y
4354272.35297088 |
|||||||||||||||||||||||||||||||||||||
| 25708 | 6926 0050 X | 25708 | — | S.H. 7 DUNCAN BYPA | CLARIDY CREEK TRIB. | 6926 0160 X | 38ft.-60ft.-38ft. PCB SPANS | 2001 | 34.48744444 | -97.97596111 | 136.001 | 42.201 | — | 3 | 15 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26189 BRKEY
25708 NBI No.
25708 On Under
1 Structure No.
6926 0050 X Control No.
026 Lane Ind.
Milepoint
00500 Facility Carried
S.H. 7 DUNCAN BYPA Feature Intersected
CLARIDY CREEK TRIB. Division
07 County
137 Location
1.6 MI. W OF US81 Sufficiency
97.2 Kind Hwy
3 Level Service
1 Route No.
0007P Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.4 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2001 ADT Total
4400 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.799 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
136.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.4 HS Inv. Rating Method
1 HS Inv. Method
35.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Y Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25708 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft.-60ft.-38ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6926 0160 X H Index
99.9968 Latitude
34:29:14.8 Longitude
-97:58:33.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 DUNCAN BYPASS Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
67 NBI Text
25708 Vault Link
http://plansrv1/bridgemaintvault/b25708 GIS FO/SD
Meets Standards H Inv. Method
27.4 Latitude DD
34.48744444 Longitude DD
-97.97596111 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
26189 x
-10906634.1007468 y
4094443.21602599 |
|||||||||||||||||||||||||||||||||||||
| 25707 | 6926 0018 X | 25707 | — | S.H. 7 DUNCAN BYPA | CLARIDY CREEK | 6926 0060 X | 3-16ft.X10ft.X393ft. R.C.B SK. 30 DEG. LF | 2001 | 34.49049722 | -97.97181389 | 51.001 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26188 BRKEY
25707 NBI No.
25707 On Under
1 Structure No.
6926 0018 X Control No.
026 Lane Ind.
Milepoint
00180 Facility Carried
S.H. 7 DUNCAN BYPA Feature Intersected
CLARIDY CREEK Division
07 County
137 Location
.6 MI. W OF US81 Sufficiency
77 Kind Hwy
3 Level Service
1 Route No.
0007P Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.4 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2001 ADT Total
4400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
26.22 Span Type Main
M Material
1 - Concrete Design
19 Length
51.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7040 Future ADT Year
2042 Bypass Detour
19.900001 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
25707 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-16ft.X10ft.X393ft. R.C.B SK. 30 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6926 0060 X H Index
99.4403 Latitude
34:29:25.79 Longitude
-97:58:18.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 DUNCAN BYPASS Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
66 NBI Text
25707 Vault Link
http://plansrv1/bridgemaintvault/b25707 GIS FO/SD
Meets Standards H Inv. Method
35.99 Latitude DD
34.49049722 Longitude DD
-97.97181389 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
26188 x
-10906172.4343282 y
4094855.51813778 |
|||||||||||||||||||||||||||||||||||||
| 25706 | 6612 0103 X | 25706 | — | S.H. 28 | PLUMB CREEK | 6612 0103 X | 2-16ft.X6.5ft.X88ft. RCB | 1999 | 36.5825 | -95.48976667 | 35 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26187 BRKEY
25706 NBI No.
25706 On Under
1 Structure No.
6612 0103 X Control No.
012 Lane Ind.
Milepoint
01030 Facility Carried
S.H. 28 Feature Intersected
PLUMB CREEK Division
08 County
131 Location
1.1 MI S NOWATA C/L Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1999 ADT Total
620 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
35 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
992 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25706 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-16ft.X6.5ft.X88ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6612 0103 X H Index
100 Latitude
36:34:57 Longitude
-95:29:23.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25706 Vault Link
http://plansrv1/bridgemaintvault/b25706 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.5825 Longitude DD
-95.48976667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26187 x
-10629872.2016729 y
4381071.3482122 |
|||||||||||||||||||||||||||||||||||||
| 25705 | 6902 1430NX | 25705 | — | S.H. 7 WB | U.S. 81 UNDER | 6925 0000NX | 35ft.-84ft.-35ft. PRESTRESSED CONC. BM. SPANS | 2001 | 34.49131389 | -97.96855278 | 156.001 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.2 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26186 BRKEY
25705 NBI No.
25705 On Under
1 Structure No.
6902 1430NX Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 7 WB Feature Intersected
U.S. 81 UNDER Division
07 County
137 Location
US81 & SH7 JCT Sufficiency
88.2 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2001 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
15.801 Underclearance Left
8.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
156.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.7 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1708 Min Measured Clearance
1608 NBI Rating
25705 ODOT County
69 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
35ft.-84ft.-35ft. PRESTRESSED CONC. BM. SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 0000NX H Index
99.5458 Latitude
34:29:28.73 Longitude
-97:58:06.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 7 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50A NBI Text
25705 Vault Link
http://plansrv1/bridgemaintvault/b25705 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
34.49131389 Longitude DD
-97.96855278 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
26186 x
-10905809.4092235 y
4094965.81844671 |
|||||||||||||||||||||||||||||||||||||
| 25614 | 4402 0057 X | 25614 | — | U.S. 62 | CREEK | 4402F0057 X | 2-12ft. X 14ft. R.C.B. W/ 158ft. CLR. RDWY | 2005 | 35.13353333 | -97.66466111 | 27.001 | 157.999 | — | 2 | 0 | 4 | 157.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 9000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26185 BRKEY
25614 NBI No.
25614 On Under
1 Structure No.
4402 0057 X Control No.
002 Lane Ind.
Milepoint
00570 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
087 Location
0.6 MI.NE. GRADY CL Sufficiency
97.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.966 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
2005 ADT Total
9000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
157.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
157.999 Span Type Main
M Material
1 - Concrete Design
19 Length
27.001 Deck Width
157.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
137.5 HS Inv. Rating Method
3 HS Inv. Method
106.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14400 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25614 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 14ft. R.C.B. W/ 158ft. CLR. RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4402F0057 X H Index
100 Latitude
35:08:00.72 Longitude
-97:39:52.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25614 Vault Link
http://plansrv1/bridgemaintvault/b25614 GIS FO/SD
Meets Standards H Inv. Method
106 Latitude DD
35.13353333 Longitude DD
-97.66466111 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26185 x
-10871980.3432628 y
4182042.62958062 |
|||||||||||||||||||||||||||||||||||||
| 25613 | 4402 0861 X | 25613 | — | U.S. 62 | POND CREEK TRIB. | 4404 0861 X | 3-12ft. X 10ft. X 144ft. R | 1999 | 35.22318611 | -97.600125 | 46.201 | 146.001 | — | 3 | 30 | 4 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26184 BRKEY
25613 NBI No.
25613 On Under
1 Structure No.
4402 0861 X Control No.
004 Lane Ind.
Milepoint
08616 Facility Carried
U.S. 62 Feature Intersected
POND CREEK TRIB. Division
03 County
087 Location
1.66 MI S OF JCT 130/US62 Sufficiency
79.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1999 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.201 Deck Width
146.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
3.728227 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
25613 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 10ft. X 144ft. R Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4404 0861 X H Index
99.34 Latitude
35:13:23.47 Longitude
-97:36:00.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25613 Vault Link
http://plansrv1/bridgemaintvault/b25613 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.22318611 Longitude DD
-97.600125 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26184 x
-10864796.2163598 y
4194252.76054967 |
|||||||||||||||||||||||||||||||||||||
| 25612 | 4404R0057 X | 25612 | — | U.S. 62 | CREEK | 4404R0057 X | 3-12ft. X 10ft. X144ft. RDY R.C.BOX | 1932 | 35.13333333 | -97.66333333 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7460 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
26183 BRKEY
25612 NBI No.
25612 On Under
1 Structure No.
4404R0057 X Control No.
004 Lane Ind.
Milepoint
00570 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
087 Location
0.6 MI.NE. GRADY CL Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.966 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
1932 ADT Total
7460 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
06 Appr. Roadway Width
32.808 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4500 Future ADT Year
2017 Bypass Detour
3.728227 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
25612 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 10ft. X144ft. RDY R.C.BOX Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
4404R0057 X H Index
100 Latitude
35:08:00 Longitude
-97:39:48 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25612 Vault Link
http://plansrv1/bridgemaintvault/b25612 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.13333333 Longitude DD
-97.66333333 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26183 x
-10871832.5354693 y
4182015.40591265 |
|||||||||||||||||||||||||||||||||||||
| 25611 | 4022 0334 X | 25611 | — | KANSAS CITY R.R. | U.S. 271 UNDER | 4022 0334 X | RAILROAD - 47.5ft. - 118ft. - 47.5ft. I-BEAM | 2002 | 35.24067778 | -94.61449444 | 215 | 8.999 | — | 3 | 0 | 4 | 47.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 02 - Principal Arterial Other (Rural) | H | 11200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26182 BRKEY
25611 NBI No.
25611 On Under
2 Structure No.
4022 0334 X Control No.
022 Lane Ind.
Milepoint
03340 Facility Carried
KANSAS CITY R.R. Feature Intersected
U.S. 271 UNDER Division
02 County
079 Location
3.34 E JCT US-59 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.499 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2002 ADT Total
11200 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
3 Road Width
47.999 Ref. Underclearance Rt.
H Underclearance Right
8.301 Underclearance Left
7.799 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
3 - Steel Design
02 Length
215 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 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
17920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1705 Min Measured Clearance
1701 NBI Rating
25611 ODOT County
40 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
RAILROAD - 47.5ft. - 118ft. - 47.5ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4022 0334 X H Index
100 Latitude
35:14:26.44 Longitude
-94:36:52.18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 271 AND S.H. 9 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
089 NBI Text
25611 Vault Link
http://plansrv1/bridgemaintvault/b25611 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.24067778 Longitude DD
-94.61449444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26182 x
-10532437.3427238 y
4196636.58493214 |
|||||||||||||||||||||||||||||||||||||
| 25610 | 4404R0057 X | 25610 | — | U.S. 62 | CREEK | 4404R0057 X | 3-12ft. X 10ft. X 144ft.RDY R.C.BOX | 1932 | 35.13333333 | -97.66333333 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7460 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
26181 BRKEY
25610 NBI No.
25610 On Under
1 Structure No.
4404R0057 X Control No.
004 Lane Ind.
Milepoint
00570 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
087 Location
0.6 MI.NE. GRADY CL Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.966 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
1932 ADT Total
7460 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
06 Appr. Roadway Width
32.808 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4500 Future ADT Year
2017 Bypass Detour
3.728227 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
25610 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 10ft. X 144ft.RDY R.C.BOX Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
4404R0057 X H Index
100 Latitude
35:08:00 Longitude
-97:39:48 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25610 Vault Link
http://plansrv1/bridgemaintvault/b25610 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.13333333 Longitude DD
-97.66333333 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26181 x
-10871832.5354693 y
4182015.40591265 |
|||||||||||||||||||||||||||||||||||||
| 25519 | 1037 0092SX | 25519 | — | U.S. 70 | BNSF R.R. & RD. UNDER | 1037 0092SX | (2) 100ft. PC BEAM SPANS | 2000 | 34.139175 | -97.140075 | 202.1 | 45.699 | — | 2 | 0 | 2 | 42.651 | 5 - Prestressed Concrete | 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 | 14 - Other Principal Arterial (Urban) | C | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26179 BRKEY
25519 NBI No.
25519 On Under
1 Structure No.
1037 0092SX Control No.
037 Lane Ind.
S Milepoint
00920 Facility Carried
U.S. 70 Feature Intersected
BNSF R.R. & RD. UNDER Division
07 County
019 Location
0.9 MI E JCT I-35 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
42.651 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
2000 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
42.651 Ref. Underclearance Rt.
R Underclearance Right
21.801 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.1 Deck Width
45.699 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
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
104 HS Inv. Rating Method
1 HS Inv. Method
58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 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
2406 Min Measured Clearance
2406 NBI Rating
25519 ODOT County
10 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
(2) 100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0092SX H Index
98.5183 Latitude
34:08:21.03 Longitude
-97:08:24.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
076A NBI Text
25519 Vault Link
http://plansrv1/bridgemaintvault/b25519 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.139175 Longitude DD
-97.140075 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
26179 x
-10813583.6846204 y
4047505.17270497 |
|||||||||||||||||||||||||||||||||||||
| 25518 | 5814 0126 X | 25518 | — | U.S. 69 | NEOSHO RIVER | 5814 0126 X | (3-120ft.)(4-120ft.) 140ft.-180ft.-140ft. CONT WELDED PLATE GIRDER | 1997 | 36.86919722 | -94.88727778 | 1300 | 58 | — | 10 | 0 | 4 | 56 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.1 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 6300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26178 BRKEY
25518 NBI No.
25518 On Under
1 Structure No.
5814 0126 X Control No.
014 Lane Ind.
Milepoint
01260 Facility Carried
U.S. 69 Feature Intersected
NEOSHO RIVER Division
08 County
115 Location
1.5 MI N US 59 Sufficiency
91.1 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
56 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
1997 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1300 Deck Width
58 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.2 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25518 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3-120ft.)(4-120ft.) 140ft.-180ft.-140ft. CONT WELDED PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5814 0126 X H Index
98.635 Latitude
36:52:09.11 Longitude
-94:53:14.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
25518 Vault Link
http://plansrv1/bridgemaintvault/b25518 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
36.86919722 Longitude DD
-94.88727778 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
26178 x
-10562803.4452295 y
4420890.2154115 |
|||||||||||||||||||||||||||||||||||||
| 25514 | 2630 0669 X | 25514 | — | S.H. 39 | EAST WINTER CREEK | 2630 0669 X | 65ft.- 98ft.- 65ft. P.C. BEAM SPANS | 2000 | 35.04422778 | -97.70429444 | 232.001 | 41.499 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26174 BRKEY
25514 NBI No.
25514 On Under
1 Structure No.
2630 0669 X Control No.
030 Lane Ind.
Milepoint
06690 Facility Carried
S.H. 39 Feature Intersected
EAST WINTER CREEK Division
07 County
051 Location
6.6 MI E US62 Sufficiency
97.6 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
232.001 Deck Width
41.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
107 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
18.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25514 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft.- 98ft.- 65ft. P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2630 0669 X H Index
99.7861 Latitude
35:02:39.22 Longitude
-97:42:15.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 39 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
82-26 NBI Text
25514 Vault Link
http://plansrv1/bridgemaintvault/b25514 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.04422778 Longitude DD
-97.70429444 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26174 x
-10876392.3053769 y
4169893.1482037 |
|||||||||||||||||||||||||||||||||||||
| 25805 | 6123 1549 X | 25805 | — | S.H. 63 | BRUSHY CREEK TRIB. | 6123 1549 X | 56.7ft. PC BEAM | 2001 | 34.80557778 | -95.66937222 | 60 | 34.199 | — | 1 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 310 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26172 BRKEY
25805 NBI No.
25805 On Under
1 Structure No.
6123 1549 X Control No.
023 Lane Ind.
Milepoint
15490 Facility Carried
S.H. 63 Feature Intersected
BRUSHY CREEK TRIB. Division
02 County
121 Location
15.1 E JCT US 69 Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2001 ADT Total
310 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
32.001 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
5 - Prestressed Concrete Design
02 Length
60 Deck Width
34.199 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.3 HS Inv. Rating Method
1 HS Inv. Method
51.6 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
496 Future ADT Year
2042 Bypass Detour
31.689931 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
25805 ODOT County
61 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
56.7ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6123 1549 X H Index
100 Latitude
34:48:20.08 Longitude
-95:40:09.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
088 NBI Text
25805 Vault Link
http://plansrv1/bridgemaintvault/b25805 GIS FO/SD
Meets Standards H Inv. Method
41.4 Latitude DD
34.80557778 Longitude DD
-95.66937222 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26172 x
-10649865.8000425 y
4137491.22943158 |
|||||||||||||||||||||||||||||||||||||
| 25804 | 6123 0716 X | 25804 | — | S.H. 63 | WILD HORSE CREEK | 6123 0716 X | 76ft. PC BEAM | 2001 | 34.74755833 | -95.78910833 | 80 | 33.701 | — | 1 | 0 | 2 | 31.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 330 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26171 BRKEY
25804 NBI No.
25804 On Under
1 Structure No.
6123 0716 X Control No.
023 Lane Ind.
Milepoint
07160 Facility Carried
S.H. 63 Feature Intersected
WILD HORSE CREEK Division
02 County
121 Location
7.4 E JCT US 69 Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2001 ADT Total
330 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
31.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
80 Deck Width
33.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90.6 HS Inv. Rating Method
1 HS Inv. Method
50.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
528 Future ADT Year
2042 Bypass Detour
31.689931 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
25804 ODOT County
61 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
76ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6123 0716 X H Index
87.0101 Latitude
34:44:51.21 Longitude
-95:47:20.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
083 NBI Text
25804 Vault Link
http://plansrv1/bridgemaintvault/b25804 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
34.74755833 Longitude DD
-95.78910833 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26171 x
-10663194.7628373 y
4129628.02825409 |
|||||||||||||||||||||||||||||||||||||
| 25802 | 5902 0485 X | 25802 | — | U.S. 64 | PEPPER CREEK | 5902 0485 X | 40ft.-55ft.-40ft.X32ft. RDWY | 1998 | 36.32378056 | -96.83881944 | 134.843 | 35 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26169 BRKEY
25802 NBI No.
25802 On Under
1 Structure No.
5902 0485 X Control No.
002 Lane Ind.
Milepoint
04850 Facility Carried
U.S. 64 Feature Intersected
PEPPER CREEK Division
08 County
117 Location
4.8 MI E NOBLE C/L Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 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
1998 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 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
5 - Prestressed Concrete Design
02 Length
134.843 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.3 HS Inv. Rating Method
1 HS Inv. Method
37.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25802 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-55ft.-40ft.X32ft. RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5902 0485 X H Index
99.4152 Latitude
36:19:25.61 Longitude
-96:50:19.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25802 Vault Link
http://plansrv1/bridgemaintvault/b25802 GIS FO/SD
Meets Standards H Inv. Method
29.4 Latitude DD
36.32378056 Longitude DD
-96.83881944 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26169 x
-10780048.0690826 y
4345265.02561568 |
|||||||||||||||||||||||||||||||||||||
| 25801 | 5902 0594 X | 25801 | — | U.S. 64 | BLACK BEAR CREEK | 5902 0594 X | 2-12ft.X 14ft.X 88ft. R.C. BOX | 1998 | 36.32926389 | -96.82177778 | 26.903 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26168 BRKEY
25801 NBI No.
25801 On Under
1 Structure No.
5902 0594 X Control No.
002 Lane Ind.
Milepoint
05940 Facility Carried
U.S. 64 Feature Intersected
BLACK BEAR CREEK Division
08 County
117 Location
6 MI E NOBLE C/L Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1998 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25801 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 14ft.X 88ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5902 0594 X H Index
98.6962 Latitude
36:19:45.35 Longitude
-96:49:18.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25801 Vault Link
http://plansrv1/bridgemaintvault/b25801 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.32926389 Longitude DD
-96.82177778 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26168 x
-10778151.0001691 y
4346022.67268015 |
|||||||||||||||||||||||||||||||||||||
| 25603 | 1605 0040 X | 25603 | — | U.S. 62 | CACHE CREEK TRIB. | 1605 0040 X | 30ft.-42ft.-30ft. P.C.B. SPANS | 2000 | 34.73503889 | -98.39565556 | 103.999 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.3 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26156 BRKEY
25603 NBI No.
25603 On Under
1 Structure No.
1605 0040 X Control No.
005 Lane Ind.
Milepoint
00400 Facility Carried
U.S. 62 Feature Intersected
CACHE CREEK TRIB. Division
07 County
031 Location
1.8 MI. N. JCT. SH49 Sufficiency
89.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
103.999 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.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
22.369363 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25603 ODOT County
16 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
30ft.-42ft.-30ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1605 0040 X H Index
99.9042 Latitude
34:44:06.14 Longitude
-98:23:44.36 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
4 Local Bridge ID
033 NBI Text
25603 Vault Link
http://plansrv1/bridgemaintvault/b25603 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
34.73503889 Longitude DD
-98.39565556 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26156 x
-10953354.2732095 y
4127932.03106806 |
|||||||||||||||||||||||||||||||||||||
| 25511 | 4104 0755 X | 25511 | — | U.S. 62 | ROBINSON CREEK | 4104 0755 X | 41ft.-52.5ft.-41ft. PC-BM. SPANS | 1999 | 35.50012222 | -96.76287222 | 134.482 | 39.36 | — | 3 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.7 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26153 BRKEY
25511 NBI No.
25511 On Under
1 Structure No.
4104 0755 X Control No.
004 Lane Ind.
Milepoint
07550 Facility Carried
U.S. 62 Feature Intersected
ROBINSON CREEK Division
03 County
081 Location
7.6 MI E JCT SH 18 Sufficiency
88.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.966 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
1999 ADT Total
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
134.482 Deck Width
39.36 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
29.825817 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
25511 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.-52.5ft.-41ft. PC-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4104 0755 X H Index
93.567 Latitude
35:30:00.44 Longitude
-96:45:46.34 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
25511 Vault Link
http://plansrv1/bridgemaintvault/b25511 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.50012222 Longitude DD
-96.76287222 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26153 x
-10771593.663225 y
4232055.17437428 |
|||||||||||||||||||||||||||||||||||||
| 25800 | 1520 0305 X | 25800 | — | S.H. 131 | COAL CREEK | 1520 0305 X | 1-98.4ft.PC BEAM SPAN | 2001 | 34.61034167 | -96.103425 | 98.999 | 42.201 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 740 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26149 BRKEY
25800 NBI No.
25800 On Under
1 Structure No.
1520 0305 X Control No.
020 Lane Ind.
Milepoint
03050 Facility Carried
S.H. 131 Feature Intersected
COAL CREEK Division
03 County
029 Location
3.0 MI E SH31 Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00131 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.966 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
2001 ADT Total
740 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
98.999 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
113 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1184 Future ADT Year
2042 Bypass Detour
29.204446 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
25800 ODOT County
15 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
2 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-98.4ft.PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1520 0305 X H Index
86.1072 Latitude
34:36:37.23 Longitude
-96:06:12.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 131 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
25800 Vault Link
http://plansrv1/bridgemaintvault/b25800 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.61034167 Longitude DD
-96.103425 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26149 x
-10698184.3344896 y
4111053.40960174 |
|||||||||||||||||||||||||||||||||||||
| 25797 | 7329 1190 X | 25797 | — | S.H. 51/COWETA INT | MUSKOGEE TP UNDER | 7329 1190 X | 2-108ft. PC-BEAM SPANS | 2003 | 35.951706 | -95.589469 | 216.201 | 80 | — | 2 | 0 | 5 | 78.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26146 BRKEY
25797 NBI No.
25797 On Under
1 Structure No.
7329 1190 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 51/COWETA INT Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
3.7 MI E SH72 Sufficiency
97.8 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
77.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2003 ADT Total
8200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
78.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
77.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
216.201 Deck Width
80 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
133 HS Inv. Rating Method
1 HS Inv. Method
43.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13120 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1700 Min Measured Clearance
1611 NBI Rating
25797 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-108ft. PC-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329 1190 X H Index
86.7139 Latitude
35:57:06.14 Longitude
-95:35:22.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 51/COWETA INT 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
25797 Vault Link
http://plansrv1/bridgemaintvault/b25797 GIS FO/SD
Meets Standards H Inv. Method
28.6 Latitude DD
35.951706 Longitude DD
-95.589469 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26146 x
-10640971.0142794 y
4293978.22524196 |
|||||||||||||||||||||||||||||||||||||
| 25796 | 7314 0535SX | 25796 | — | S.H. 51 | GAR CREEK | 7314 0535SX | 46ft.-72ft.-46ft.X 38ft.RDY PC BEAM SPANS | 2003 | 35.951719 | -95.557125 | 163.999 | 41.001 | — | 3 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26145 BRKEY
25796 NBI No.
25796 On Under
1 Structure No.
7314 0535SX Control No.
014 Lane Ind.
S Milepoint
05350 Facility Carried
S.H. 51 Feature Intersected
GAR CREEK Division
01 County
145 Location
5.4 MI E JCT SH-72 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2003 ADT Total
4950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
163.999 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.
2 Deck Rating
6 Super Rating
8 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
69.4 HS Inv. Rating Method
1 HS Inv. Method
41.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25796 ODOT County
73 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
46ft.-72ft.-46ft.X 38ft.RDY PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7314 0535SX H Index
93.7367 Latitude
35:57:06.19 Longitude
-95:33:25.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 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
25796 Vault Link
http://plansrv1/bridgemaintvault/b25796 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.951719 Longitude DD
-95.557125 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26145 x
-10637370.4966692 y
4293980.01292792 |
|||||||||||||||||||||||||||||||||||||
| 25599 | 3616 2256 X | 25599 | — | U.S. 177 | CREEK | 3616 2256 X | 2 - 9.6ft. X 5.8ft. X 71.8ft. CLY RDWY R.C. BOX W/ 3.5 ADDTft.L CURTAIN WALLS | 2001 | 36.97856944 | -97.39645556 | 20.2 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26134 BRKEY
25599 NBI No.
25599 On Under
1 Structure No.
3616 2256 X Control No.
016 Lane Ind.
Milepoint
22560 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
071 Location
4.0 MI NW JCT I-35 Sufficiency
98.7 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
71.86 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
2001 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
31.499 Span Type Main
M Material
1 - Concrete Design
19 Length
20.2 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
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.05 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
25599 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 9.6ft. X 5.8ft. X 71.8ft. CLY RDWY R.C. BOX W/ 3.5 ADDTft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3616 2256 X H Index
99.7763 Latitude
36:58:42.85 Longitude
-97:23:47.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25599 Vault Link
http://plansrv1/bridgemaintvault/b25599 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.97856944 Longitude DD
-97.39645556 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26134 x
-10842123.8380089 y
4436120.06437943 |
|||||||||||||||||||||||||||||||||||||
| 25598 | 3616 2203 X | 25598 | — | U.S. 177 | CREEK | 3616 2203 X | 3 -16.5ft. X 6.4ft. X 68 R.C. BOX W/ FULL APRONS & 3ft. CURTAIN WALLS | 2001 | 36.97857222 | -97.39645833 | 51.598 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26133 BRKEY
25598 NBI No.
25598 On Under
1 Structure No.
3616 2203 X Control No.
016 Lane Ind.
Milepoint
22030 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
071 Location
3.5 MI NW JCT I-35 Sufficiency
99.7 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67.999 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
2001 ADT Total
1100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
31.499 Span Type Main
M Material
1 - Concrete Design
19 Length
51.598 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.966 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
25598 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 -16.5ft. X 6.4ft. X 68 R.C. BOX W/ FULL APRONS & 3ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3616 2203 X H Index
100 Latitude
36:58:42.86 Longitude
-97:23:47.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25598 Vault Link
http://plansrv1/bridgemaintvault/b25598 GIS FO/SD
Meets Standards H Inv. Method
35.935 Latitude DD
36.97857222 Longitude DD
-97.39645833 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26133 x
-10842124.1463639 y
4436120.45176642 |
|||||||||||||||||||||||||||||||||||||
| 25597 | 3616 2049 X | 25597 | — | U.S. 177 | CREEK | 3616 2049 X | 2 - 10ft. X 6ft. RC BOX W/ 3.5ft. CURTAIN WALLS EACH END | 2001 | 36.95554167 | -97.37175 | 20.965 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26132 BRKEY
25597 NBI No.
25597 On Under
1 Structure No.
3616 2049 X Control No.
016 Lane Ind.
Milepoint
20490 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
071 Location
1.8 MI NW JCT I-35 Sufficiency
99.7 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
89.997 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
2001 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
31.499 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 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
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.966 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
25597 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 6ft. RC BOX W/ 3.5ft. CURTAIN WALLS EACH END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3616 2049 X H Index
99.6413 Latitude
36:57:19.95 Longitude
-97:22:18.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25597 Vault Link
http://plansrv1/bridgemaintvault/b25597 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.95554167 Longitude DD
-97.37175 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26132 x
-10839373.6276499 y
4432911.67977996 |
|||||||||||||||||||||||||||||||||||||
| 25507 | 0702 0000WX | 25507 | — | U.S. 69 SB | RED RIVER | 0702 0000WX | 130ft.-100ft.-100ft.-7X(130ft.) CONT. PC BEAM SPANS, SK 30 DEG RF | 1996 | 33.822089 | -96.533519 | 1240 | 40 | — | 10 | 30 | 2 | 38 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 21 - Other State Agencies | 21 - Other State Agencies | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 15000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26131 BRKEY
25507 NBI No.
25507 On Under
1 Structure No.
0702 0000WX Control No.
002 Lane Ind.
W Milepoint
00000 Facility Carried
U.S. 69 SB Feature Intersected
RED RIVER Division
02 County
013 Location
OKLA TEXAS STATE LINE 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
38 Bridge System
C Owner
21 - Other State Agencies Custodian
21 - Other State Agencies Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1996 ADT Total
15000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
10 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
6 - Prestressed Concrete Continuous Design
02 Length
1240 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 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
24000 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
-1 Min Measured Clearance
-1 NBI Rating
25507 ODOT County
07 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
130ft.-100ft.-100ft.-7X(130ft.) CONT. PC BEAM SPANS, SK 30 DEG RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0702 0000WX H Index
1 Latitude
33:49:19.52 Longitude
-96:32:00.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 69 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
002 NBI Text
25507 Vault Link
http://plansrv1/bridgemaintvault/b25507 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
33.822089 Longitude DD
-96.533519 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26131 x
-10746062.1795628 y
4004937.86954935 |
|||||||||||||||||||||||||||||||||||||
| 25506 | 4424 0056 X | 25506 | — | S.H. 59 | CREEK | 4424 0056 X | 65.62 PC BEAM | 1999 | 34.91345 | -97.39605278 | 65.945 | 41.339 | — | 1 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 730 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26130 BRKEY
25506 NBI No.
25506 On Under
1 Structure No.
4424 0056 X Control No.
024 Lane Ind.
Milepoint
00560 Facility Carried
S.H. 59 Feature Intersected
CREEK Division
03 County
087 Location
0.5 MI. E. JCT. SH74 Sufficiency
99.6 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1999 ADT Total
730 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
39.37 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
65.945 Deck Width
41.339 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1168 Future ADT Year
2042 Bypass Detour
8.077825 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
25506 ODOT County
44 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
65.62 PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4424 0056 X H Index
97.0521 Latitude
34:54:48.42 Longitude
-97:23:45.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25506 Vault Link
http://plansrv1/bridgemaintvault/b25506 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.91345 Longitude DD
-97.39605278 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26130 x
-10842079.0007444 y
4152125.55628251 |
|||||||||||||||||||||||||||||||||||||
| 25503 | 4902 0539WX | 25503 | — | U.S. 69 | BRUSH CREEK | 4902 0539WX | 72ft.-72ft.-72ft. PRESTRES | 1999 | 36.15003056 | -95.34187222 | 216.001 | 39.567 | — | 3 | 0 | 2 | 36.089 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26127 BRKEY
25503 NBI No.
25503 On Under
1 Structure No.
4902 0539WX Control No.
002 Lane Ind.
W Milepoint
05390 Facility Carried
U.S. 69 Feature Intersected
BRUSH CREEK Division
08 County
097 Location
5.5 MI N WAGONER C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.089 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
1999 ADT Total
5750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.089 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
5 - Prestressed Concrete Design
02 Length
216.001 Deck Width
39.567 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
9200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25503 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
72ft.-72ft.-72ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4902 0539WX H Index
97.2151 Latitude
36:09:00.11 Longitude
-95:20:30.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25503 Vault Link
http://plansrv1/bridgemaintvault/b25503 GIS FO/SD
Meets Standards H Inv. Method
36.2 Latitude DD
36.15003056 Longitude DD
-95.34187222 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26127 x
-10613408.6668078 y
4321285.03160381 |
|||||||||||||||||||||||||||||||||||||
| 25687 | 2618 0452 X | 25687 | — | S.H. 19 | LITTLE WASHITA RIVER | 2618 0452 X | 77ft. - 95ft. - 95ft. - 77ft. P.C.B. SPANS | 2002 | 34.97227778 | -97.86897778 | 345 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26114 BRKEY
25687 NBI No.
25687 On Under
1 Structure No.
2618 0452 X Control No.
018 Lane Ind.
Milepoint
04520 Facility Carried
S.H. 19 Feature Intersected
LITTLE WASHITA RIVER Division
07 County
051 Location
4.7 MI E US81 Sufficiency
92.3 Kind Hwy
3 Level Service
1 Route No.
00019 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
2002 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
345 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25687 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
77ft. - 95ft. - 95ft. - 77ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2618 0452 X H Index
99.8524 Latitude
34:58:20.2 Longitude
-97:52:08.32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
53-26 NBI Text
25687 Vault Link
http://plansrv1/bridgemaintvault/b25687 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.97227778 Longitude DD
-97.86897778 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26114 x
-10894724.7709278 y
4160114.44297976 |
|||||||||||||||||||||||||||||||||||||
| 25596 | 3616 1975 X | 25596 | — | U.S. 177 | SHOOFLY CREEK | 3616 1975 X | 61ft.,72ft.,61ft. PCB SPANS, 39.4ft. CL RDY W/ TR-3 RAILS, SKEW 30 DEG. L.F. | 2001 | 36.94836667 | -97.36366389 | 193.871 | 41.535 | — | 3 | 30 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26113 BRKEY
25596 NBI No.
25596 On Under
1 Structure No.
3616 1975 X Control No.
016 Lane Ind.
Milepoint
19750 Facility Carried
U.S. 177 Feature Intersected
SHOOFLY CREEK Division
04 County
071 Location
1.2 MI NW JCT I-35 Sufficiency
98.8 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.37 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
2001 ADT Total
1100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.201 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
193.871 Deck Width
41.535 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
25596 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
61ft.,72ft.,61ft. PCB SPANS, 39.4ft. CL RDY W/ TR-3 RAILS, SKEW 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3616 1975 X H Index
96.9421 Latitude
36:56:54.12 Longitude
-97:21:49.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25596 Vault Link
http://plansrv1/bridgemaintvault/b25596 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
36.94836667 Longitude DD
-97.36366389 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26113 x
-10838473.4860022 y
4431912.20852142 |
|||||||||||||||||||||||||||||||||||||
| 25595 | 3616 1888 X | 25595 | — | U.S. 177 | WEST BRANCH DRY CREEK | 3616 1888 X | 4 -15-9ft. X 10ft. X 72.5ft. RCB WITH 4.5ft. CURTAIN WALLS | 1999 | 36.941731 | -97.350636 | 65.587 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26112 BRKEY
25595 NBI No.
25595 On Under
1 Structure No.
3616 1888 X Control No.
016 Lane Ind.
Milepoint
18880 Facility Carried
U.S. 177 Feature Intersected
WEST BRANCH DRY CREEK Division
04 County
071 Location
.25 MI WEST OF JCT I-35 Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
72.5 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
1999 ADT Total
1100 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
2 Fill RCB
6 Appr. Roadway Width
31.499 Span Type Main
M Material
1 - Concrete Design
19 Length
65.587 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
25595 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4 -15-9ft. X 10ft. X 72.5ft. RCB WITH 4.5ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3616 1888 X H Index
98.5605 Latitude
36:56:30.23 Longitude
-97:21:02.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25595 Vault Link
http://plansrv1/bridgemaintvault/b25595 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.941731 Longitude DD
-97.350636 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26112 x
-10837023.2279213 y
4430987.94925012 |
|||||||||||||||||||||||||||||||||||||
| 25594 | 7314 1159NX | 25594 | — | S.H. 51 WB | BILLY CREEK | 7314 1159NX | 3-57 FT. PCB, SK. 45 DEG. | 2000 | 35.959272 | -95.447989 | 175.853 | 40 | — | 3 | 45 | 2 | 37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26111 BRKEY
25594 NBI No.
25594 On Under
1 Structure No.
7314 1159NX Control No.
014 Lane Ind.
N Milepoint
11590 Facility Carried
S.H. 51 WB Feature Intersected
BILLY CREEK Division
01 County
145 Location
11.9 MI E JCT SH-72 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
45.932 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
5050 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
29.528 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
175.853 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70 HS Inv. Rating Method
1 HS Inv. Method
39.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25594 ODOT County
73 Nav. Control
0 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
3-57 FT. PCB, SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7314 1159NX H Index
94.3343 Latitude
35:57:33.38 Longitude
-95:26:52.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25594 Vault Link
http://plansrv1/bridgemaintvault/b25594 GIS FO/SD
Meets Standards H Inv. Method
31.3 Latitude DD
35.959272 Longitude DD
-95.447989 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26111 x
-10625221.532722 y
4295018.70821562 |
|||||||||||||||||||||||||||||||||||||
| 25786 | 4230 0650 XR | 25786 | — | U.S. 77 RAMP W-N | I-35 UNDER | 4230 0650 X | 27M-29M-21M-33M-30M-22M PCBEAM SPANS X 8.7M CL RDY W/SLOPED FACE PARAPETS | 2001 | 35.819419 | -97.416008 | 531.201 | 31.562 | — | 6 | 27 | 1 | 28.501 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 13600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26099 BRKEY
25786 NBI No.
25786 On Under
1 Structure No.
4230 0650 XR Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 77 RAMP W-N Feature Intersected
I-35 UNDER Division
04 County
083 Location
I-35/US 77 JCT. Sufficiency
95.9 Kind Hwy
2 Level Service
7 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.501 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
13600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
27 No. Main Spans
6 Road Width
28.501 Ref. Underclearance Rt.
H Underclearance Right
24.902 Underclearance Left
31.499 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
531.201 Deck Width
31.562 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
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
107 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21760 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1707 Max Measured Clearance
3409 Min Measured Clearance
1710 NBI Rating
25786 ODOT County
42 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
27M-29M-21M-33M-30M-22M PCBEAM SPANS X 8.7M CL RDY W/SLOPED FACE PARAPETS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 0650 X H Index
91.4265 Latitude
35:49:09.91 Longitude
-97:24:57.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 77 RAMP W-N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
25786 Vault Link
http://plansrv1/bridgemaintvault/b25786 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.819419 Longitude DD
-97.416008 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26099 x
-10844300.4056735 y
4275802.06949387 |
|||||||||||||||||||||||||||||||||||||
| 25686 | 2618 0427 X | 25686 | — | S.H. 19 | CREEK | 2618 0427 X | 34ft.-44ft.-34ft. REIN. CONC. SLAB SPANS | 2002 | 34.97595833 | -97.87139167 | 112.001 | 42.001 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26095 BRKEY
25686 NBI No.
25686 On Under
1 Structure No.
2618 0427 X Control No.
018 Lane Ind.
Milepoint
04270 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
051 Location
4.4 MI W US81 Sufficiency
92.3 Kind Hwy
3 Level Service
1 Route No.
00019 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
2002 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
01 Length
112.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25686 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.-44ft.-34ft. REIN. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2618 0427 X H Index
100 Latitude
34:58:33.45 Longitude
-97:52:17.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52-26 NBI Text
25686 Vault Link
http://plansrv1/bridgemaintvault/b25686 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.97595833 Longitude DD
-97.87139167 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26095 x
-10894993.4839334 y
4160614.45691924 |
|||||||||||||||||||||||||||||||||||||
| 25685 | 2618 0047 X | 25685 | — | S.H. 19 | UP R.R. UNDER | 2618 0047 X | 72ft.-76ft.-61ft. P.C.B. SPAN | 2002 | 34.993325 | -97.92798611 | 210 | 42.001 | — | 3 | 14 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.5 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26094 BRKEY
25685 NBI No.
25685 On Under
1 Structure No.
2618 0047 X Control No.
018 Lane Ind.
Milepoint
00470 Facility Carried
S.H. 19 Feature Intersected
UP R.R. UNDER Division
07 County
051 Location
0.5 MI W US81 Sufficiency
84.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2002 ADT Total
4000 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
22.2 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 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.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2500 Min Measured Clearance
2411 NBI Rating
25685 ODOT County
26 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
72ft.-76ft.-61ft. P.C.B. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2618 0047 X H Index
90.4577 Latitude
34:59:35.97 Longitude
-97:55:40.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
51-26 NBI Text
25685 Vault Link
http://plansrv1/bridgemaintvault/b25685 GIS FO/SD
FO H Inv. Method
33 Latitude DD
34.993325 Longitude DD
-97.92798611 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26094 x
-10901293.548176 y
4162974.07522133 |
|||||||||||||||||||||||||||||||||||||
| 25681 | 4059 0330 X | 25681 | — | U.S. 59 BYPASS | POLK CREEK | 4059 0330 X | (2) 13ft. X 11.5ft. X 429ft. RCB SK 39 DEG. | 2000 | 35.079231 | -94.641142 | 37.3 | 0 | — | 2 | 39 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26090 BRKEY
25681 NBI No.
25681 On Under
1 Structure No.
4059 0330 X Control No.
059 Lane Ind.
Milepoint
03300 Facility Carried
U.S. 59 BYPASS Feature Intersected
POLK CREEK Division
02 County
079 Location
3.30 N JCT US-271 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
2000 ADT Total
11300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
39 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
23 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.3 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
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
274.8 HS Inv. Rating Method
3 HS Inv. Method
212 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
18080 Future ADT Year
2042 Bypass Detour
26.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25681 ODOT County
40 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) 13ft. X 11.5ft. X 429ft. RCB SK 39 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4059 0330 X H Index
98.3291 Latitude
35:04:45.23 Longitude
-94:38:28.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
202 NBI Text
25681 Vault Link
http://plansrv1/bridgemaintvault/b25681 GIS FO/SD
Meets Standards H Inv. Method
211.9 Latitude DD
35.079231 Longitude DD
-94.641142 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26090 x
-10535403.7355339 y
4174653.54008738 |
|||||||||||||||||||||||||||||||||||||
| 25495 | 4076 1250 X | 25495 | — | S.H. 144 | BIG EAGLE CREEK | 4076 1250 X | 80ft. - 100ft. - 80ft. PC BEAM SK 60° | 1996 | 34.52159444 | -94.72287778 | 263 | 34.5 | — | 3 | 30 | 2 | 32.8 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26083 BRKEY
25495 NBI No.
25495 On Under
1 Structure No.
4076 1250 X Control No.
076 Lane Ind.
Milepoint
12500 Facility Carried
S.H. 144 Feature Intersected
BIG EAGLE CREEK Division
02 County
079 Location
12.50 E PUSHMATAHA C/L Sufficiency
94.3 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.8 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.8 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
263 Deck Width
34.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
16.7 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25495 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. - 100ft. - 80ft. PC BEAM SK 60° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4076 1250 X H Index
99.8484 Latitude
34:31:17.74 Longitude
-94:43:22.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 144 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
211 NBI Text
25495 Vault Link
http://plansrv1/bridgemaintvault/b25495 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.52159444 Longitude DD
-94.72287778 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26083 x
-10544502.5209431 y
4099056.30427164 |
|||||||||||||||||||||||||||||||||||||
| 25493 | 5567 0047 X | 25493 | — | NW 63 ST. (FAU R | U.S. 77 UNDER | 5567 0047 X | 115ft. - 90ft. TYPE IV P.C. BEAM SPANS W/ 10.8ft. SIDEWALK & TURN-AROUND LANE | 2000 | 35.536731 | -97.515028 | 208.005 | 124.14 | — | 2 | 0 | 7 | 111.549 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26081 BRKEY
25493 NBI No.
25493 On Under
1 Structure No.
5567 0047 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 63 ST. (FAU R Feature Intersected
U.S. 77 UNDER Division
04 County
109 Location
1 MI E OF WESTERN Sufficiency
98.5 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2000 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
111.549 Ref. Underclearance Rt.
H Underclearance Right
13.75 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
7 Fill RCB
Appr. Roadway Width
80 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
208.005 Deck Width
124.14 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
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
102 HS Inv. Rating Method
1 HS Inv. Method
54 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
1708 Min Measured Clearance
1702 NBI Rating
25493 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
10.82 Description
115ft. - 90ft. TYPE IV P.C. BEAM SPANS W/ 10.8ft. SIDEWALK & TURN-AROUND LANE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5567 0047 X H Index
97.1616 Latitude
35:32:12.23 Longitude
-97:30:54.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
NW 63 ST. (FAU R 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
25493 Vault Link
http://plansrv1/bridgemaintvault/b25493 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.536731 Longitude DD
-97.515028 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
26081 x
-10855323.2616518 y
4237062.08811452 |
|||||||||||||||||||||||||||||||||||||
| 25492 | 4946 0571 X | 25492 | — | U.S. 412 ALT. | CREEK | 4946 0457 X | 3-16ft. X 5ft. X42ft. R.C. B | 2001 | 36.195597 | -95.172506 | 53.15 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26080 BRKEY
25492 NBI No.
25492 On Under
1 Structure No.
4946 0571 X Control No.
046 Lane Ind.
Milepoint
05710 Facility Carried
U.S. 412 ALT. Feature Intersected
CREEK Division
08 County
097 Location
5.7 MI E OF TURNPIKE Sufficiency
94.3 Kind Hwy
2 Level Service
2 Route No.
0412A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2001 ADT Total
2900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
53.15 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
97.6 HS Inv. Rating Method
3 HS Inv. Method
58.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4640 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25492 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-16ft. X 5ft. X42ft. R.C. B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4946 0457 X H Index
88.5216 Latitude
36:11:44.15 Longitude
-95:10:21.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 ALT. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
-1 NBI Text
25492 Vault Link
http://plansrv1/bridgemaintvault/b25492 GIS FO/SD
Meets Standards H Inv. Method
58.5 Latitude DD
36.195597 Longitude DD
-95.172506 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
26080 x
-10594554.9054398 y
4327568.70226144 |
|||||||||||||||||||||||||||||||||||||
| 25680 | 4059 0350 X | 25680 | — | U.S. 59 BYPASS | CREEK | 4059 0350 X | (2) 10ft. X 11.5ft. X 246ft. RCB SK 30 DEG. | 2000 | 35.080106 | -94.640767 | 26.601 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26071 BRKEY
25680 NBI No.
25680 On Under
1 Structure No.
4059 0350 X Control No.
059 Lane Ind.
Milepoint
03500 Facility Carried
U.S. 59 BYPASS Feature Intersected
CREEK Division
02 County
079 Location
3.50 N JCT US-271 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
2000 ADT Total
11300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 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
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
246.4 HS Inv. Rating Method
3 HS Inv. Method
190 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
18080 Future ADT Year
2042 Bypass Detour
26.09759 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
25680 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 11.5ft. X 246ft. RCB SK 30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4059 0350 X H Index
98.68 Latitude
35:04:48.38 Longitude
-94:38:26.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
203 NBI Text
25680 Vault Link
http://plansrv1/bridgemaintvault/b25680 GIS FO/SD
Meets Standards H Inv. Method
189.9 Latitude DD
35.080106 Longitude DD
-94.640767 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26071 x
-10535361.9907248 y
4174772.56509278 |
|||||||||||||||||||||||||||||||||||||
| 25675 | 2010 0099 X | 25675 | — | U.S. 183 | WASHITA RIVER | 2010 0099 X | 5-140ft. P/S CONC. BULB TEE BEAM SPANS | 2002 | 35.52995278 | -98.96651111 | 836.942 | 69.003 | — | 5 | 0 | 4 | 67.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.9 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26066 BRKEY
25675 NBI No.
25675 On Under
1 Structure No.
2010 0099 X Control No.
010 Lane Ind.
Milepoint
00990 Facility Carried
U.S. 183 Feature Intersected
WASHITA RIVER Division
05 County
039 Location
1 MI N JCT I-40 BUS. Sufficiency
76.9 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2002 ADT Total
8600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
67.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
69.003 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
836.942 Deck Width
69.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
105 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25675 ODOT County
20 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-140ft. P/S CONC. BULB TEE BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2010 0099 X H Index
86.9677 Latitude
35:31:47.83 Longitude
-98:57:59.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 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
25675 Vault Link
http://plansrv1/bridgemaintvault/b25675 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.52995278 Longitude DD
-98.96651111 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26066 x
-11016901.622352 y
4236134.87147122 |
|||||||||||||||||||||||||||||||||||||
| 25582 | 3404 1870 X | 25582 | — | U.S. 70 | MUD CREEK O'FLOW | 3404 1870 X | 4 - 56ft. PC BEAMS | 2001 | 34.15849722 | -97.65431944 | 223.999 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26063 BRKEY
25582 NBI No.
25582 On Under
1 Structure No.
3404 1870 X Control No.
004 Lane Ind.
Milepoint
18700 Facility Carried
U.S. 70 Feature Intersected
MUD CREEK O'FLOW Division
07 County
067 Location
18.8 MI E JCT US81 Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
223.999 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25582 ODOT County
34 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
4 - 56ft. PC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3404 1870 X H Index
91.2739 Latitude
34:09:30.59 Longitude
-97:39:15.55 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
016 NBI Text
25582 Vault Link
http://plansrv1/bridgemaintvault/b25582 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.15849722 Longitude DD
-97.65431944 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26063 x
-10870829.1138245 y
4050104.23752518 |
|||||||||||||||||||||||||||||||||||||
| 25581 | 3404 1850 X | 25581 | — | U.S. 70 | MUD CREEK O'FLOW | 3404 1850 X | 5 - 56ft. PC BEAMS | 2001 | 34.15849722 | -97.65758889 | 280 | 42.001 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26062 BRKEY
25581 NBI No.
25581 On Under
1 Structure No.
3404 1850 X Control No.
004 Lane Ind.
Milepoint
18500 Facility Carried
U.S. 70 Feature Intersected
MUD CREEK O'FLOW Division
07 County
067 Location
18.6 MI E JCT US81 Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
280 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
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
72 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25581 ODOT County
34 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
5 - 56ft. PC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3404 1850 X H Index
91.1021 Latitude
34:09:30.59 Longitude
-97:39:27.32 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
015 NBI Text
25581 Vault Link
http://plansrv1/bridgemaintvault/b25581 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.15849722 Longitude DD
-97.65758889 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26062 x
-10871193.0673336 y
4050104.23752518 |
|||||||||||||||||||||||||||||||||||||
| 25580 | 3404 1833 X | 25580 | — | U.S. 70 | MUD CREEK | 3404 1833 X | 3 - 80ft. PC BEAM SPANS | 2001 | 34.1585 | -97.66063333 | 240.2 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26061 BRKEY
25580 NBI No.
25580 On Under
1 Structure No.
3404 1833 X Control No.
004 Lane Ind.
Milepoint
18330 Facility Carried
U.S. 70 Feature Intersected
MUD CREEK Division
07 County
067 Location
18.4 MI E JCT US81 Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
240.2 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25580 ODOT County
34 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 - 80ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3404 1833 X H Index
89.9639 Latitude
34:09:30.6 Longitude
-97:39:38.28 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
014 NBI Text
25580 Vault Link
http://plansrv1/bridgemaintvault/b25580 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.1585 Longitude DD
-97.66063333 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26061 x
-10871531.9728442 y
4050104.61151051 |
|||||||||||||||||||||||||||||||||||||
| 25776 | 5835R0942 X | 25776 | — | S.H. 125 | NEOSHO RIVER | 5835R0942 X | -1 | 2000 | 36.86333333 | -94.88 | 0 | 0 | — | 3 | 0 | 2 | -1 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Not applicable (N) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
26053 BRKEY
25776 NBI No.
25776 On Under
1 Structure No.
5835R0942 X Control No.
035 Lane Ind.
Milepoint
09420 Facility Carried
S.H. 125 Feature Intersected
NEOSHO RIVER Division
08 County
115 Location
_ Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00125 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2000 ADT Total
-1 ADT Year
2005 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
-1 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
-1 Span Type Main
M Material
1 - Concrete Design
02 Length
0 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
N Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
35.715 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
-1 Future ADT Year
2025 Bypass Detour
0 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
25776 ODOT County
58 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
-1 Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
5835R0942 X H Index
100 Latitude
36:51:48 Longitude
-94:52:48 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
_ 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
25776 Vault Link
http://plansrv1/bridgemaintvault/b25776 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.86333333 Longitude DD
-94.88 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
26053 x
-10561993.2864658 y
4420074.29764297 |
|||||||||||||||||||||||||||||||||||||
| 25775 | 5710 1550 X | 25775 | — | S.H. 11 | BIRD CREEK | 5710 1550 X | 2-92ft.,54ft.,69ft.,70ft.PCB | 2000 | 36.55628333 | -96.15678333 | 377.953 | 41.995 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26052 BRKEY
25775 NBI No.
25775 On Under
1 Structure No.
5710 1550 X Control No.
010 Lane Ind.
Milepoint
15500 Facility Carried
S.H. 11 Feature Intersected
BIRD CREEK Division
08 County
113 Location
11.6 MI.E. JCT. SH99 Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
377.953 Deck Width
41.995 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.4 HS Inv. Rating Method
1 HS Inv. Method
37.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25775 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-92ft.,54ft.,69ft.,70ft.PCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5710 1550 X H Index
99.5877 Latitude
36:33:22.62 Longitude
-96:09:24.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25775 Vault Link
http://plansrv1/bridgemaintvault/b25775 GIS FO/SD
Meets Standards H Inv. Method
29.5 Latitude DD
36.55628333 Longitude DD
-96.15678333 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26052 x
-10704124.1566147 y
4377437.55908132 |
|||||||||||||||||||||||||||||||||||||
| 25673 | 2302 0141 X | 25673 | — | U.S. 60 | BNSF R.R. UNDER | 2302 0141 X | 20M34M20MPCBM SPANS | 2001 | 36.13770278 | -99.97576667 | 245.098 | 42.3 | — | 3 | 45 | 2 | 39.301 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.3 | 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 | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
26046 BRKEY
25673 NBI No.
25673 On Under
1 Structure No.
2302 0141 X Control No.
002 Lane Ind.
Milepoint
01410 Facility Carried
U.S. 60 Feature Intersected
BNSF R.R. UNDER Division
06 County
045 Location
1.4 MI E STATE LINE Sufficiency
82.3 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
39.301 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
2001 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
39.301 Ref. Underclearance Rt.
R Underclearance Right
24.5 Underclearance Left
24.8 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.009 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
245.098 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
77.050027 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25673 ODOT County
23 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
20M34M20MPCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2302 0141 X H Index
99.3606 Latitude
36:08:15.73 Longitude
-99:58:32.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 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
4 Local Bridge ID
-1 NBI Text
25673 Vault Link
http://plansrv1/bridgemaintvault/b25673 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.13770278 Longitude DD
-99.97576667 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
26046 x
-11129251.4373715 y
4319585.64251427 |
|||||||||||||||||||||||||||||||||||||
| 25667 | 6610 0569 X | 25667 | — | S.H. 20 | CREEK | 6610 0569 X | 3-8ft.X 8ft.X 125. | 2001 | 36.30971667 | -95.515775 | 27.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 11400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26022 BRKEY
25667 NBI No.
25667 On Under
1 Structure No.
6610 0569 X Control No.
010 Lane Ind.
Milepoint
05690 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
5.9 MI E JCT SH 66 Sufficiency
78.8 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
11400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
18240 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25667 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 8ft.X 125. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6610 0569 X H Index
100 Latitude
36:18:34.98 Longitude
-95:30:56.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25667 Vault Link
http://plansrv1/bridgemaintvault/b25667 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.30971667 Longitude DD
-95.515775 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26022 x
-10632767.4357249 y
4343322.02220943 |
|||||||||||||||||||||||||||||||||||||
| 25666 | 6610 0512 X | 25666 | — | S.H. 20 | CREEK | 6610 0512 X | 2-13ft.X 10ft.X 152 | 2001 | 36.30735 | -95.5257 | 28.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 11400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26021 BRKEY
25666 NBI No.
25666 On Under
1 Structure No.
6610 0512 X Control No.
010 Lane Ind.
Milepoint
05120 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
5.3 MI E JCT SH 66 Sufficiency
78.8 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
11400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
28.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
18240 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25666 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-13ft.X 10ft.X 152 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6610 0512 X H Index
97.8144 Latitude
36:18:26.46 Longitude
-95:31:32.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25666 Vault Link
http://plansrv1/bridgemaintvault/b25666 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.30735 Longitude DD
-95.5257 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26021 x
-10633872.281671 y
4342995.08824489 |
|||||||||||||||||||||||||||||||||||||
| 25665 | 6610 0472 X | 25665 | — | S.H. 20 | CREEK | 6610 0472 X | 2-10ft.X 5ft.X 125 RCB | 2001 | 36.30730278 | -95.53293889 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 11400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
26020 BRKEY
25665 NBI No.
25665 On Under
1 Structure No.
6610 0472 X Control No.
010 Lane Ind.
Milepoint
04720 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
5 MI E JCT SH 66 Sufficiency
75.5 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2001 ADT Total
11400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
18240 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25665 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 125 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6610 0472 X H Index
99.34 Latitude
36:18:26.29 Longitude
-95:31:58.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25665 Vault Link
http://plansrv1/bridgemaintvault/b25665 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.30730278 Longitude DD
-95.53293889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
26020 x
-10634678.1112197 y
4342988.56533174 |