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.
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| 17989 | 0954R0426 X | 17989 | Canadian | S.H. 4 | CREEK | 0954R0426 X | 3-12ft.X 6ft.X 30ft. R.C.BOX WITH HANDRAILS | 1971 | 35.45321944 | -97.72455 | 39.042 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 12900 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
17410 BRKEY
17989 NBI No.
17989 On Under
1 Structure No.
0954R0426 X Control No.
054 Lane Ind.
Milepoint
04260 Facility Carried
S.H. 4 Feature Intersected
CREEK Division
04 County
017 Location
4.2 MI N OF SH 152 Sufficiency
80.3 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1971 ADT Total
12900 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 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.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
8 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
20640 Future ADT Year
2022 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17989 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 6ft.X 30ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0954R0426 X H Index
100 Latitude
35:27:11.59 Longitude
-97:43:28.38 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 4 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17989 Vault Link
http://plansrv1/bridgemaintvault/b17989 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.45321944 Longitude DD
-97.72455 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17410 x
-10878647.1440018 y
4225643.70298846 |
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| 17907 | 3803 0030SX | 17907 | Kiowa | U.S. 62 | OTTER CREEK O'FLOW | 3803 0030SX | 3-60ft. P/S CONC. BEAM SPANS | 1970 | 34.63783056 | -98.99605 | 181.001 | 47.001 | — | 3 | 0 | 2 | 44.003 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | Satisfactory (6) | 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 | 1950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17409 BRKEY
17907 NBI No.
17907 On Under
1 Structure No.
3803 0030SX Control No.
003 Lane Ind.
S Milepoint
00300 Facility Carried
U.S. 62 Feature Intersected
OTTER CREEK O'FLOW Division
05 County
075 Location
0.3 MI E TILLMAN C/L Sufficiency
83.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
44.003 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
1950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
44.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
181.001 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3120 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17907 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3803 0030SX H Index
86.4521 Latitude
34:38:16.19 Longitude
-98:59:45.78 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
17907 Vault Link
http://plansrv1/bridgemaintvault/b17907 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.63783056 Longitude DD
-98.99605 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17409 x
-11020189.8765454 y
4114772.03674586 |
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| 17906 | 1603 1612 X | 17906 | Comanche | CO. RD. | U.S. 62 UNDER | 1603 1612 X | 2-92ft. CONT. PLATE GIRDER SPANS | 1970 | 34.630556 | -98.545278 | 186.024 | 33.793 | — | 2 | 0 | 2 | 32.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17408 BRKEY
17906 NBI No.
17906 On Under
1 Structure No.
1603 1612 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
U.S. 62 UNDER Division
07 County
031 Location
5.0 MI. E. JCT.SH115 Sufficiency
97.3 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
1970 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
29.029 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
186.024 Deck Width
33.793 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1610 Min Measured Clearance
1600 NBI Rating
17906 ODOT County
16 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
0.984 Rt. Curb SW
0.984 Description
2-92ft. CONT. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1612 X H Index
83.3103 Latitude
34:37:50 Longitude
-98:32:43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
021 NBI Text
17906 Vault Link
http://plansrv1/bridgemaintvault/b17906 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.630556 Longitude DD
-98.545278 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17408 x
-10970010.1670416 y
4113787.83288971 |
|||||||||||||||||||||||||||||||||||||
| 17905 | 1603 1413 X | 17905 | Comanche | CO. RD. | U.S. 62 UNDER | 1603 1413 X | 2-92ft. CONT. PLATE GIRDER SPANS | 1970 | 34.630556 | -98.580278 | 186.024 | 26.903 | — | 2 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 95.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17407 BRKEY
17905 NBI No.
17905 On Under
1 Structure No.
1603 1413 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
U.S. 62 UNDER Division
07 County
031 Location
3.0 MI.E. JCT.SH115 Sufficiency
95.1 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 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
1970 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
11.401 Underclearance Left
26.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
186.024 Deck Width
26.903 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
193037 Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1609 Min Measured Clearance
1509 NBI Rating
17905 ODOT County
16 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
0.984 Rt. Curb SW
0.984 Description
2-92ft. CONT. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1413 X H Index
83.9797 Latitude
34:37:50 Longitude
-98:34:49 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
017 NBI Text
17905 Vault Link
http://plansrv1/bridgemaintvault/b17905 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.630556 Longitude DD
-98.580278 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17407 x
-10973906.3492193 y
4113787.83288971 |
|||||||||||||||||||||||||||||||||||||
| 17903 | 1603 1104 X | 17903 | Comanche | S.H. 115 | U.S. 62 UNDER | 1603 1104 X | 2-92ft. CONT. PLATE GIRDER SPANS | 1970 | 34.639722 | -98.632778 | 186.024 | 45.932 | — | 2 | 0 | 2 | 42.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 640 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17405 BRKEY
17903 NBI No.
17903 On Under
1 Structure No.
1603 1104 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 115 Feature Intersected
U.S. 62 UNDER Division
07 County
031 Location
JCT. SH115 & US62 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.031 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
1970 ADT Total
640 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
42.999 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
28.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
186.024 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1024 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
Y Existing Posting
-1 Max Measured Clearance
1705 Min Measured Clearance
1600 NBI Rating
17903 ODOT County
16 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
0.984 Rt. Curb SW
0.984 Description
2-92ft. CONT. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1104 X H Index
83.4144 Latitude
34:38:23 Longitude
-98:37:58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 115 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
011 NBI Text
17903 Vault Link
http://plansrv1/bridgemaintvault/b17903 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.639722 Longitude DD
-98.632778 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17405 x
-10979750.622486 y
4115027.95124845 |
|||||||||||||||||||||||||||||||||||||
| 17902 | 0501 2507SX | 17902 | Beckham | I-40 | I-40 BUS. UNDER | 0501 2507SX | 37ft.-103ft.-37ft. PLATE GIRDER SPANS, SK. 30 DEG. R.F. | 1970 | 35.31527778 | -99.61241111 | 178.15 | 41.401 | — | 3 | 31 | 2 | 38.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17404 BRKEY
17902 NBI No.
17902 On Under
1 Structure No.
0501 2507SX Control No.
001 Lane Ind.
S Milepoint
25070 Facility Carried
I-40 Feature Intersected
I-40 BUS. UNDER Division
05 County
009 Location
4.3 MI E U.S. 283 Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1970 ADT Total
7200 ADT Year
2022 Design Load
HS 20 Skew
31 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
41.401 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
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
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1704 Min Measured Clearance
1610 NBI Rating
17902 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-103ft.-37ft. PLATE GIRDER SPANS, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 2507SX H Index
95.0074 Latitude
35:18:55 Longitude
-99:36:44.68 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17902 Vault Link
http://plansrv1/bridgemaintvault/b17902 GIS FO/SD
FO H Inv. Method
29 Latitude DD
35.31527778 Longitude DD
-99.61241111 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17404 x
-11088802.8814554 y
4206809.10550758 |
|||||||||||||||||||||||||||||||||||||
| 17811 | 1603 1700 X | 17811 | Comanche | U.S. 62 | CREEK | 1603 1700 X | (12ft.-14ft.-12ft.)X 10ft.X 179 ft. R.C.BOX | 1970 | 34.63066944 | -98.52998611 | 48.885 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.8 | 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 | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17402 BRKEY
17811 NBI No.
17811 On Under
1 Structure No.
1603 1700 X Control No.
003 Lane Ind.
Milepoint
17000 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
5.2 MI. W. SHERIDAN Sufficiency
68.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.001 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
1970 ADT Total
8500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
96.001 Span Type Main
M Material
1 - Concrete Design
19 Length
48.885 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.7 HS Inv. Rating Method
1 HS Inv. Method
35.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2042 Bypass Detour
67.108088 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17811 ODOT County
16 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
(12ft.-14ft.-12ft.)X 10ft.X 179 ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1700 X H Index
98.8945 Latitude
34:37:50.41 Longitude
-98:31:47.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
022 NBI Text
17811 Vault Link
http://plansrv1/bridgemaintvault/b17811 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.63066944 Longitude DD
-98.52998611 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17402 x
-10968307.8816335 y
4113803.17997137 |
|||||||||||||||||||||||||||||||||||||
| 17810 | 7408 1414 X | 17810 | Washington | U.S. 75 | POOLER CREEK | 7408 1414 X | (12ft.-14ft.-12ft.)X 12ft.X 271ft. RC BOX | 1970 | 36.92846667 | -95.91720278 | 41.995 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17401 BRKEY
17810 NBI No.
17810 On Under
1 Structure No.
7408 1414 X Control No.
008 Lane Ind.
Milepoint
14140 Facility Carried
U.S. 75 Feature Intersected
POOLER CREEK Division
08 County
147 Location
14.4 MI N JCT US 60 E Sufficiency
68.5 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
6300 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
20 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
235.5 HS Inv. Rating Method
1 HS Inv. Method
141.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2042 Bypass Detour
54.680665 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
17810 ODOT County
74 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
(12ft.-14ft.-12ft.)X 12ft.X 271ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7408 1414 X H Index
99.2143 Latitude
36:55:42.48 Longitude
-95:55:01.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17810 Vault Link
http://plansrv1/bridgemaintvault/b17810 GIS FO/SD
Meets Standards H Inv. Method
128.5 Latitude DD
36.92846667 Longitude DD
-95.91720278 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17401 x
-10677454.1717848 y
4429140.64833163 |
|||||||||||||||||||||||||||||||||||||
| 17809 | 4010 1132 X | 17809 | Le Flore | U.S. 270 | CREEK | 4010 1132 X | (3) 14ft. X 13ft. X 116ft. RCB | 1970 | 34.97118889 | -94.73365833 | 46.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17400 BRKEY
17809 NBI No.
17809 On Under
1 Structure No.
4010 1132 X Control No.
010 Lane Ind.
Milepoint
11320 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
079 Location
11.32 E LATIMER C/L Sufficiency
88.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1970 ADT Total
5600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.001 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
74 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8960 Future ADT Year
2042 Bypass Detour
28.2 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
17809 ODOT County
40 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) 14ft. X 13ft. X 116ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4010 1132 X H Index
97.03 Latitude
34:58:16.28 Longitude
-94:44:01.17 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
072 NBI Text
17809 Vault Link
http://plansrv1/bridgemaintvault/b17809 GIS FO/SD
Meets Standards H Inv. Method
49.8 Latitude DD
34.97118889 Longitude DD
-94.73365833 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17400 x
-10545702.6062796 y
4159966.51826005 |
|||||||||||||||||||||||||||||||||||||
| 17808 | 1216 1112 X | 17808 | Choctaw | S.H. 109 | CREEK | 1216 1112 X | (3) 10ft. X 5ft. X 52ft. RCB SK 45° | 1970 | 33.91034167 | -95.30440278 | 48.1 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 180 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17399 BRKEY
17808 NBI No.
17808 On Under
1 Structure No.
1216 1112 X Control No.
016 Lane Ind.
Milepoint
11120 Facility Carried
S.H. 109 Feature Intersected
CREEK Division
02 County
023 Location
11.12 E JCT US-271 Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00109 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 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
1970 ADT Total
180 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
48.1 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.06 HS Inv. Rating Method
1 HS Inv. Method
28.83 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
288 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17808 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 5ft. X 52ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1216 1112 X H Index
99.2799 Latitude
33:54:37.23 Longitude
-95:18:15.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
029 NBI Text
17808 Vault Link
http://plansrv1/bridgemaintvault/b17808 GIS FO/SD
Meets Standards H Inv. Method
16.03 Latitude DD
33.91034167 Longitude DD
-95.30440278 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17399 x
-10609237.5878266 y
4016769.44709141 |
|||||||||||||||||||||||||||||||||||||
| 17807 | 5308 0903 X | 17807 | Nowata | U.S. 169 | CREEK | 5308 0903 X | 3-10ft. X 8ft. X 84ft. R.C. BOX WITH 3ft. ADDITIONAL CURTAIN WALL UP & DOWNSTREAM SK. 45 DEG. | 1970 | 36.831975 | -95.62912778 | 46.916 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.8 | 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 | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17398 BRKEY
17807 NBI No.
17807 On Under
1 Structure No.
5308 0903 X Control No.
008 Lane Ind.
Milepoint
09030 Facility Carried
U.S. 169 Feature Intersected
CREEK Division
08 County
105 Location
9.2 MI N JCT US 60 Sufficiency
92.8 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
4800 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92.4 HS Inv. Rating Method
1 HS Inv. Method
55.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7680 Future ADT Year
2042 Bypass Detour
19.883878 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
17807 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 84ft. R.C. BOX WITH 3ft. ADDITIONAL CURTAIN WALL UP & DOWNSTREAM SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5308 0903 X H Index
96.5451 Latitude
36:49:55.11 Longitude
-95:37:44.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17807 Vault Link
http://plansrv1/bridgemaintvault/b17807 GIS FO/SD
Meets Standards H Inv. Method
30.8 Latitude DD
36.831975 Longitude DD
-95.62912778 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17398 x
-10645385.8094745 y
4415712.07567175 |
|||||||||||||||||||||||||||||||||||||
| 17901 | 2546 1883EX | 17901 | Garvin | I-35 | E1555 UNDER | 2546 1883EX | 35ft.-101ft.-35ft. PLATE G | 1970 | 34.760928 | -97.282936 | 175.853 | 39.698 | — | 3 | 32 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17385 BRKEY
17901 NBI No.
17901 On Under
1 Structure No.
2546 1883EX Control No.
046 Lane Ind.
E Milepoint
18830 Facility Carried
I-35 Feature Intersected
E1555 UNDER Division
03 County
049 Location
18.9 MI N MURRAY C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1970 ADT Total
16500 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
29.856 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
3 - Steel Design
02 Length
175.853 Deck Width
39.698 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17901 ODOT County
25 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-101ft.-35ft. PLATE G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 1883EX H Index
97.8707 Latitude
34:45:39.34 Longitude
-97:16:58.57 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17901 Vault Link
http://plansrv1/bridgemaintvault/b17901 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.760928 Longitude DD
-97.282936 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17385 x
-10829486.8983946 y
4131439.48919248 |
|||||||||||||||||||||||||||||||||||||
| 17900 | 2546 1883WX | 17900 | Garvin | I-35 | E1555 UNDER | 2546 1883WX | 35ft.-101ft.-35ft. PLATE G | 1970 | 34.760947 | -97.283581 | 175.853 | 39.698 | — | 3 | 32 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17384 BRKEY
17900 NBI No.
17900 On Under
1 Structure No.
2546 1883WX Control No.
046 Lane Ind.
W Milepoint
18830 Facility Carried
I-35 Feature Intersected
E1555 UNDER Division
03 County
049 Location
18.9 MI N MURRAY C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1970 ADT Total
15450 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
29.856 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
3 - Steel Design
02 Length
175.853 Deck Width
39.698 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17900 ODOT County
25 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-101ft.-35ft. PLATE G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 1883WX H Index
97.4637 Latitude
34:45:39.41 Longitude
-97:17:00.89 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17900 Vault Link
http://plansrv1/bridgemaintvault/b17900 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.760947 Longitude DD
-97.283581 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17384 x
-10829558.6994662 y
4131442.06371738 |
|||||||||||||||||||||||||||||||||||||
| 17898 | 2602 0862SX | 17898 | Grady | U.S. 62 EB | SLWC R.R. UNDER | 2602 0862SX | 50ft.-52ft.-50ft. I-BM. SPANS | 1970 | 35.052778 | -97.950278 | 153.901 | 42.799 | — | 3 | 34 | 2 | 41.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17382 BRKEY
17898 NBI No.
17898 On Under
1 Structure No.
2602 0862SX Control No.
002 Lane Ind.
S Milepoint
08620 Facility Carried
U.S. 62 EB Feature Intersected
SLWC R.R. UNDER Division
07 County
051 Location
8.6 MI E CADDO CO Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1970 ADT Total
4150 ADT Year
2022 Design Load
HS 20 Skew
34 No. Main Spans
3 Road Width
41.001 Ref. Underclearance Rt.
R Underclearance Right
12.3 Underclearance Left
14.6 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.001 Span Type Main
M Material
3 - Steel Design
02 Length
153.901 Deck Width
42.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2500 Min Measured Clearance
2400 NBI Rating
17898 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
50ft.-52ft.-50ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2602 0862SX H Index
84.2239 Latitude
35:03:10 Longitude
-97:57:01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-26 NBI Text
17898 Vault Link
http://plansrv1/bridgemaintvault/b17898 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.052778 Longitude DD
-97.950278 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17382 x
-10903775.0700196 y
4171055.77851673 |
|||||||||||||||||||||||||||||||||||||
| 17897 | 2602 0862NX | 17897 | Grady | U.S. 62 WB | SLWC R.R. UNDER | 2602 0862NX | 51ft.- 52ft.- 51ft. I-BM SPANS | 1970 | 35.053056 | -97.95 | 157.201 | 42.799 | — | 3 | 35 | 2 | 41.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17381 BRKEY
17897 NBI No.
17897 On Under
1 Structure No.
2602 0862NX Control No.
002 Lane Ind.
N Milepoint
08620 Facility Carried
U.S. 62 WB Feature Intersected
SLWC R.R. UNDER Division
07 County
051 Location
8.6 MI E CADDO CO Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1970 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
41.001 Ref. Underclearance Rt.
R Underclearance Right
12.201 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.001 Span Type Main
M Material
3 - Steel Design
02 Length
157.201 Deck Width
42.799 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
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 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
0000 Max Measured Clearance
2408 Min Measured Clearance
2310 NBI Rating
17897 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
51ft.- 52ft.- 51ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2602 0862NX H Index
97.2457 Latitude
35:03:11 Longitude
-97:57:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-26 NBI Text
17897 Vault Link
http://plansrv1/bridgemaintvault/b17897 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.053056 Longitude DD
-97.95 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17381 x
-10903744.1232011 y
4171093.58206976 |
|||||||||||||||||||||||||||||||||||||
| 17896 | 4058 0208 X | 17896 | Le Flore | S.H. 112 | POTEAU RIVER O'FLOW | 4058 0208 X | (3) 50ft. I-BEAM | 1970 | 35.11284167 | -94.602075 | 152.001 | 48.999 | — | 3 | 0 | 2 | 43.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17380 BRKEY
17896 NBI No.
17896 On Under
1 Structure No.
4058 0208 X Control No.
058 Lane Ind.
Milepoint
02080 Facility Carried
S.H. 112 Feature Intersected
POTEAU RIVER O'FLOW Division
02 County
079 Location
2.08 NE JCT US-271 Sufficiency
83 Kind Hwy
3 Level Service
1 Route No.
00112 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1970 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
152.001 Deck Width
48.999 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
22.990734 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
17896 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
(3) 50ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4058 0208 X H Index
91.4709 Latitude
35:06:46.23 Longitude
-94:36:07.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 112 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
190 NBI Text
17896 Vault Link
http://plansrv1/bridgemaintvault/b17896 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.11284167 Longitude DD
-94.602075 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17380 x
-10531054.8169871 y
4179226.46946963 |
|||||||||||||||||||||||||||||||||||||
| 17806 | 4440R0895 X | 17806 | McClain | S.H. 74B | CREEK | 4440R0895 X | 38ft. I-BM. TIMBER SPAN SK. 45 DEG. | 1970 | 35.10166667 | -97.495 | 41.01 | 23.901 | — | 1 | 45 | 2 | 23.501 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 2 | Critical (2) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
17379 BRKEY
17806 NBI No.
17806 On Under
1 Structure No.
4440R0895 X Control No.
040 Lane Ind.
Milepoint
08950 Facility Carried
S.H. 74B Feature Intersected
CREEK Division
03 County
087 Location
1.0 MI. W. JCT. SH74 Sufficiency
2 Kind Hwy
3 Level Service
6 Route No.
0074B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.501 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1970 ADT Total
1300 ADT Year
1999 Design Load
Other or Unknown Skew
45 No. Main Spans
1 Road Width
23.501 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
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
41.01 Deck Width
23.901 Bridge Open Closed
D TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1200 Future ADT Year
2017 Bypass Detour
19.262507 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17806 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft. I-BM. TIMBER SPAN SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4440R0895 X H Index
100 Latitude
35:06:06 Longitude
-97:29:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 74B Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
17806 Vault Link
http://plansrv1/bridgemaintvault/b17806 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.10166667 Longitude DD
-97.495 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17379 x
-10853093.7548902 y
4177705.83577563 |
|||||||||||||||||||||||||||||||||||||
| 17805 | 1506 0887 X | 17805 | Coal | S.H. 3 | PEACH CREEK | 1506 0887 X | (12ft.-14ft.-12ft.)X 10ft.X 94ft. RDY R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS | 1970 | 34.60511111 | -96.37480278 | 41.995 | 94.16 | — | 3 | 0 | 2 | 43.963 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17378 BRKEY
17805 NBI No.
17805 On Under
1 Structure No.
1506 0887 X Control No.
006 Lane Ind.
Milepoint
08870 Facility Carried
S.H. 3 Feature Intersected
PEACH CREEK Division
03 County
029 Location
8.8 MI E PONTOTOC C/L Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
94.16 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
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
72.1 HS Inv. Rating Method
1 HS Inv. Method
43.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
22.990734 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
17805 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 10ft.X 94ft. RDY R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1506 0887 X H Index
99.34 Latitude
34:36:18.4 Longitude
-96:22:29.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17805 Vault Link
http://plansrv1/bridgemaintvault/b17805 GIS FO/SD
Meets Standards H Inv. Method
31.3 Latitude DD
34.60511111 Longitude DD
-96.37480278 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17378 x
-10728393.9707718 y
4110345.97220107 |
|||||||||||||||||||||||||||||||||||||
| 17804 | 5586R0358SXR | 17804 | Oklahoma | KILPATRICK TP | CHISHOLM CREEK | 5586R0358SXR | 12ft.-14ft.-14ft.-12ft.X12ft.X584ft. R.C.BOX SK. | 1970 | 35.61 | -97.545 | 62.992 | 0 | — | 4 | 60 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 14332 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
17377 BRKEY
17804 NBI No.
17804 On Under
1 Structure No.
5586R0358SXR Control No.
086 Lane Ind.
S Milepoint
03580 Facility Carried
KILPATRICK TP Feature Intersected
CHISHOLM CREEK Division
04 County
109 Location
3.58 MI E OF SH 74 Sufficiency
77 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
47.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1970 ADT Total
14332 ADT Year
2004 Design Load
HS 20 Skew
60 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
22 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.992 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.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
_ Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
2 HS Operating Rating
35.715 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8200 Future ADT Year
2024 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17804 ODOT County
55 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
12ft.-14ft.-14ft.-12ft.X12ft.X584ft. R.C.BOX SK. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
R Alt. Structure Name
5586R0358SXR H Index
100 Latitude
35:36:36 Longitude
-97:32:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
KILPATRICK TP Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
128.44 NBI Text
17804 Vault Link
http://plansrv1/bridgemaintvault/b17804 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.61 Longitude DD
-97.545 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17377 x
-10858659.7294299 y
4247089.81974067 |
|||||||||||||||||||||||||||||||||||||
| 17803 | 2553 0276 X | 17803 | Garvin | S.H. 17A | CREEK | 2553 0276 X | 40ft. I-BM. SPAN | 1970 | 34.62258056 | -97.168075 | 40.026 | 44.948 | — | 1 | 0 | 2 | 42.979 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17376 BRKEY
17803 NBI No.
17803 On Under
1 Structure No.
2553 0276 X Control No.
053 Lane Ind.
Milepoint
02760 Facility Carried
S.H. 17A Feature Intersected
CREEK Division
03 County
049 Location
2.7 MI E I-35 Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
0017A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
1970 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
42.979 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
3 - Steel Design
02 Length
40.026 Deck Width
44.948 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17803 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BM. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2553 0276 X H Index
97.0188 Latitude
34:37:21.29 Longitude
-97:10:05.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 17A Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17803 Vault Link
http://plansrv1/bridgemaintvault/b17803 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.62258056 Longitude DD
-97.168075 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17376 x
-10816700.6303626 y
4112708.9033892 |
|||||||||||||||||||||||||||||||||||||
| 17802 | 2553 0200 X | 17802 | Garvin | S.H. 17A | CREEK | 2553 0200 X | (12ft.-14ft.-12ft.)X 12ft.X | 1970 | 34.62276667 | -97.181875 | 41.995 | 86.001 | — | 3 | 0 | 2 | 40.026 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17375 BRKEY
17802 NBI No.
17802 On Under
1 Structure No.
2553 0200 X Control No.
053 Lane Ind.
Milepoint
02000 Facility Carried
S.H. 17A Feature Intersected
CREEK Division
03 County
049 Location
2.0 MI E I-35 Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
0017A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
1970 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
05 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
86.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
3040 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17802 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2553 0200 X H Index
96.1803 Latitude
34:37:21.96 Longitude
-97:10:54.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 17A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17802 Vault Link
http://plansrv1/bridgemaintvault/b17802 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.62276667 Longitude DD
-97.181875 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17375 x
-10818236.8393356 y
4112734.07944776 |
|||||||||||||||||||||||||||||||||||||
| 17801 | 3803 0139 X | 17801 | Kiowa | U.S. 62 | CREEK | 3803 0139 X | (12ft.-14ft.-12ft.) X 8ft. X 172ft. RDY. R.C.B. | 1970 | 34.63781944 | -98.97692222 | 41.01 | 174.003 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17374 BRKEY
17801 NBI No.
17801 On Under
1 Structure No.
3803 0139 X Control No.
003 Lane Ind.
Milepoint
01390 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
05 County
075 Location
1.4 MI E TILLMAN C/L Sufficiency
91.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
174.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.8 HS Inv. Rating Method
1 HS Inv. Method
29.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17801 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 8ft. X 172ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3803 0139 X H Index
92.41 Latitude
34:38:16.15 Longitude
-98:58:36.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17801 Vault Link
http://plansrv1/bridgemaintvault/b17801 GIS FO/SD
Meets Standards H Inv. Method
22.7 Latitude DD
34.63781944 Longitude DD
-98.97692222 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17374 x
-11018060.5818158 y
4114770.53221142 |
|||||||||||||||||||||||||||||||||||||
| 18000 | 5115 0092 X | 18000 | Muskogee | I-40 | BENNETT CREEK | 5115 0092 X | (13ft.-17ft.-13ft.)X 13ft.X242ft. | 1971 | 35.47158611 | -95.32918333 | 46.916 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 12800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17367 BRKEY
18000 NBI No.
18000 On Under
1 Structure No.
5115 0092 X Control No.
015 Lane Ind.
Milepoint
00920 Facility Carried
I-40 Feature Intersected
BENNETT CREEK Division
01 County
101 Location
0.9 MI E MCINTOSH CO Sufficiency
69.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1971 ADT Total
12800 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
15 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
268 HS Inv. Rating Method
1 HS Inv. Method
160.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20480 Future ADT Year
2042 Bypass Detour
52.500001 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
18000 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 13ft.X242ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 0092 X H Index
87.4875 Latitude
35:28:17.71 Longitude
-95:19:45.06 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18000 Vault Link
http://plansrv1/bridgemaintvault/b18000 GIS FO/SD
Meets Standards H Inv. Method
138.5 Latitude DD
35.47158611 Longitude DD
-95.32918333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17367 x
-10611996.1460342 y
4228153.92694467 |
|||||||||||||||||||||||||||||||||||||
| 17895 | 0532 0181 X | 17895 | Beckham | S.H. 152 | DEEP CREEK | 0532 0181 X | 3-50ft. P/S CONC. BEAM SPANS, SK. 30 DEG. R.F. | 1970 | 35.29145833 | -99.60819722 | 150.919 | 42.001 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17361 BRKEY
17895 NBI No.
17895 On Under
1 Structure No.
0532 0181 X Control No.
032 Lane Ind.
Milepoint
01810 Facility Carried
S.H. 152 Feature Intersected
DEEP CREEK Division
05 County
009 Location
1.9 MI E JCT US-283 Sufficiency
83 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1970 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.919 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
16.777022 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
17895 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. P/S CONC. BEAM SPANS, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0532 0181 X H Index
95.4653 Latitude
35:17:29.25 Longitude
-99:36:29.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 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
17895 Vault Link
http://plansrv1/bridgemaintvault/b17895 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.29145833 Longitude DD
-99.60819722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17361 x
-11088333.7933664 y
4203560.04617499 |
|||||||||||||||||||||||||||||||||||||
| 17890 | 7209 0716SX | 17890 | Tulsa | I-244 | PEORIA AVE. UNDER | 7209 0716SX | 32ft.-85ft.-31ft. CONT. PLATE GIRDER SPANS | 1970 | 36.15893611 | -95.97584722 | 148.999 | 63.999 | — | 3 | 4 | 4 | 61.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 31300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17356 BRKEY
17890 NBI No.
17890 On Under
1 Structure No.
7209 0716SX Control No.
009 Lane Ind.
S Milepoint
07160 Facility Carried
I-244 Feature Intersected
PEORIA AVE. UNDER Division
08 County
143 Location
.16 MI E JCT I 444 Sufficiency
90 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
61.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1970 ADT Total
31300 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
3 Road Width
61.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
61.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
148.999 Deck Width
63.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.5 HS Inv. Rating Method
1 HS Inv. Method
29.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
50080 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
1502 Max Measured Clearance
1601 Min Measured Clearance
1503 NBI Rating
17890 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-85ft.-31ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0716SX H Index
94.3575 Latitude
36:09:32.17 Longitude
-95:58:33.05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 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
17890 Vault Link
http://plansrv1/bridgemaintvault/b17890 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.15893611 Longitude DD
-95.97584722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17356 x
-10683982.4409834 y
4322512.83119225 |
|||||||||||||||||||||||||||||||||||||
| 17800 | 4070 0065 X | 17800 | Le Flore | U.S. 271 | ROCK CREEK | 4070 0065 X | (3) 12ft. X 12ft. X 185ft. RCB SK 30° | 1970 | 34.97611111 | -94.715 | 46.201 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17355 BRKEY
17800 NBI No.
17800 On Under
1 Structure No.
4070 0065 X Control No.
070 Lane Ind.
Milepoint
00650 Facility Carried
U.S. 271 Feature Intersected
ROCK CREEK Division
02 County
079 Location
0.65 NE JCT US-270 Sufficiency
87 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1970 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
25 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.201 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
665.7 HS Inv. Rating Method
1 HS Inv. Method
399.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
28.2 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
17800 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 12ft. X 12ft. X 185ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4070 0065 X H Index
97.129 Latitude
34:58:34 Longitude
-94:42:54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
206 NBI Text
17800 Vault Link
http://plansrv1/bridgemaintvault/b17800 GIS FO/SD
Meets Standards H Inv. Method
385.4 Latitude DD
34.97611111 Longitude DD
-94.715 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17355 x
-10543625.5704849 y
4160635.21303379 |
|||||||||||||||||||||||||||||||||||||
| 17704 | 0501 2488 X | 17704 | Beckham | I-40 | CREEK | 0501 2488 X | 2-10ft.X12ft.X460ft. R.C.B. | 1970 | 35.31348889 | -99.61271667 | 24.934 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17349 BRKEY
17704 NBI No.
17704 On Under
1 Structure No.
0501 2488 X Control No.
001 Lane Ind.
Milepoint
24880 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
009 Location
4.1 MI E U.S. 283 Sufficiency
67.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1970 ADT Total
14400 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
21 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.934 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23040 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17704 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X460ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 2488 X H Index
90.76 Latitude
35:18:48.56 Longitude
-99:36:45.78 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17704 Vault Link
http://plansrv1/bridgemaintvault/b17704 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.31348889 Longitude DD
-99.61271667 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17349 x
-11088836.896239 y
4206565.06120121 |
|||||||||||||||||||||||||||||||||||||
| 17702 | 4623T1110 X | 17702 | McIntosh | IND. NATION TP | CREEK | 4623T1110 X | 2-12ft.X 12ft.X 175ft. RC B | 1970 | 35.29546389 | -95.94683889 | 25 | 177.001 | — | 2 | 0 | 4 | 175 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17347 BRKEY
17702 NBI No.
17702 On Under
1 Structure No.
4623T1110 X Control No.
023 Lane Ind.
Milepoint
11100 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
01 County
091 Location
9.62 MI'S S. JCT I-40 Sufficiency
98.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
175 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
14 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
177.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
12960 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17702 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 12ft.X 175ft. RC B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T1110 X H Index
99.34 Latitude
35:17:43.67 Longitude
-95:56:48.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09.62 NBI Text
17702 Vault Link
http://plansrv1/bridgemaintvault/b17702 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.29546389 Longitude DD
-95.94683889 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17347 x
-10680753.2484591 y
4204106.35219031 |
|||||||||||||||||||||||||||||||||||||
| 17701 | 4004 0997 X | 17701 | Le Flore | U.S. 59 | CREEK | 4004 0997 X | (3) 8ft. X 8ft. X 84ft. RCB | 1970 | 35.02545278 | -94.64654444 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17346 BRKEY
17701 NBI No.
17701 On Under
1 Structure No.
4004 0997 X Control No.
004 Lane Ind.
Milepoint
09970 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
9.97 N JCT US-270 Sufficiency
87.7 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
9700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.3 HS Inv. Rating Method
1 HS Inv. Method
39.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15520 Future ADT Year
2042 Bypass Detour
16.8 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
17701 ODOT County
40 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 84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4004 0997 X H Index
99.01 Latitude
35:01:31.63 Longitude
-94:38:47.56 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
5 Local Bridge ID
038 NBI Text
17701 Vault Link
http://plansrv1/bridgemaintvault/b17701 GIS FO/SD
Meets Standards H Inv. Method
21.7 Latitude DD
35.02545278 Longitude DD
-94.64654444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17346 x
-10536005.1324037 y
4167340.61338459 |
|||||||||||||||||||||||||||||||||||||
| 17700 | 4004 0954 X | 17700 | Le Flore | U.S. 59 | CREEK | 4004 0954 X | (3) 8ft. X 5ft. X 84ft. RCB | 1970 | 35.01928056 | -94.64635278 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17345 BRKEY
17700 NBI No.
17700 On Under
1 Structure No.
4004 0954 X Control No.
004 Lane Ind.
Milepoint
09540 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
9.54 N JCT US-270 Sufficiency
87.7 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
9700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15520 Future ADT Year
2042 Bypass Detour
16.8 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
17700 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 5ft. X 84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4004 0954 X H Index
98.68 Latitude
35:01:09.41 Longitude
-94:38:46.87 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
5 Local Bridge ID
037 NBI Text
17700 Vault Link
http://plansrv1/bridgemaintvault/b17700 GIS FO/SD
Meets Standards H Inv. Method
20.3 Latitude DD
35.01928056 Longitude DD
-94.64635278 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17345 x
-10535983.7969101 y
4166501.60394015 |
|||||||||||||||||||||||||||||||||||||
| 17699 | 6425T0860 X | 17699 | Pushmataha | IND. NATION TP | CREEK | 6425T0860 X | 2-12ft. X 10ft. X 120ft. RC BOX SK 60 LF | 1970 | 34.26271944 | -95.66473056 | 23.95 | 122.001 | — | 2 | 30 | 4 | 120 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17344 BRKEY
17699 NBI No.
17699 On Under
1 Structure No.
6425T0860 X Control No.
025 Lane Ind.
Milepoint
08600 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
127 Location
86.21 MI'S S JCT I-40 Sufficiency
98.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
120 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
122.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
171.4 HS Inv. Rating Method
1 HS Inv. Method
102.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17699 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 10ft. X 120ft. RC BOX SK 60 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6425T0860 X H Index
99.01 Latitude
34:15:45.79 Longitude
-95:39:53.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
86.21 NBI Text
17699 Vault Link
http://plansrv1/bridgemaintvault/b17699 GIS FO/SD
Meets Standards H Inv. Method
64 Latitude DD
34.26271944 Longitude DD
-95.66473056 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17344 x
-10649349.0928149 y
4064133.61765323 |
|||||||||||||||||||||||||||||||||||||
| 17973 | 2606 0680 X | 17973 | Grady | U.S. 81 | RUSH CREEK | 2606 0680 X | 2-10ft. X 10ft. X 163ft. R.C.BOX | 1971 | 34.77893889 | -97.96613611 | 25.899 | 0 | — | 2 | 21 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 52.8 | Poor (4) | 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 | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17340 BRKEY
17973 NBI No.
17973 On Under
1 Structure No.
2606 0680 X Control No.
006 Lane Ind.
Milepoint
06800 Facility Carried
U.S. 81 Feature Intersected
RUSH CREEK Division
07 County
051 Location
6.9 MI N STEPHENS CO Sufficiency
52.8 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 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
1971 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
21 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
3 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.899 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
4 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.3 HS Inv. Rating Method
1 HS Inv. Method
21.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
58.999998 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
17973 ODOT County
26 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 10ft. X 163ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 0680 X H Index
98.1322 Latitude
34:46:44.18 Longitude
-97:57:58.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-26 NBI Text
17973 Vault Link
http://plansrv1/bridgemaintvault/b17973 GIS FO/SD
Meets Standards H Inv. Method
14.2 Latitude DD
34.77893889 Longitude DD
-97.96613611 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17340 x
-10905540.3867497 y
4133880.25439554 |
|||||||||||||||||||||||||||||||||||||
| 17972 | 0703 0534 X | 17972 | Bryan | U.S. 69 | ROCK CREEK | 0703 0534 X | (2) 10ft. X 12ft. X 293ft. RCB SK 30 DEG. | 1971 | 34.01703333 | -96.39258056 | 26.601 | 0 | — | 2 | 30 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 20100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17339 BRKEY
17972 NBI No.
17972 On Under
1 Structure No.
0703 0534 X Control No.
003 Lane Ind.
Milepoint
05340 Facility Carried
U.S. 69 Feature Intersected
ROCK CREEK Division
02 County
013 Location
5.34 N JCT US-69 BUS Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1971 ADT Total
20100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
10 Appr. Roadway Width
53.999 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.91 HS Inv. Rating Method
1 HS Inv. Method
56.33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
32160 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17972 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 12ft. X 293ft. RCB SK 30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0534 X H Index
99.5189 Latitude
34:01:01.32 Longitude
-96:23:33.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
019 NBI Text
17972 Vault Link
http://plansrv1/bridgemaintvault/b17972 GIS FO/SD
Meets Standards H Inv. Method
42.21 Latitude DD
34.01703333 Longitude DD
-96.39258056 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17339 x
-10730372.9841888 y
4031089.41557046 |
|||||||||||||||||||||||||||||||||||||
| 17971 | 0954R0436 X | 17971 | Canadian | S.H. 4 | CREEK | 0954R0436 X | 2-10ft.X 6ft.X 30ft. R.C.BOX WITH HANDRAILS | 1971 | 35.45435 | -97.72455556 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 12900 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
17338 BRKEY
17971 NBI No.
17971 On Under
1 Structure No.
0954R0436 X Control No.
054 Lane Ind.
Milepoint
04360 Facility Carried
S.H. 4 Feature Intersected
CREEK Division
04 County
017 Location
4.3 MI N OF SH 152 Sufficiency
80.3 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1971 ADT Total
12900 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
8 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
20640 Future ADT Year
2022 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17971 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 30ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0954R0436 X H Index
100 Latitude
35:27:15.66 Longitude
-97:43:28.4 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 4 Scour
2 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17971 Vault Link
http://plansrv1/bridgemaintvault/b17971 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.45435 Longitude DD
-97.72455556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17338 x
-10878647.7629382 y
4225798.20322053 |
|||||||||||||||||||||||||||||||||||||
| 17889 | 7209 0716NX | 17889 | Tulsa | I-244 | PEORIA AVE. UNDER | 7209 0716NX | 32ft.-85ft.-31ft. CONT. PLATE GIRDER SPANS | 1970 | 36.15948611 | -95.97584722 | 148.999 | 105.499 | — | 3 | 0 | 6 | 102.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.3 | Fair (5) | Very good (8) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 31300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17337 BRKEY
17889 NBI No.
17889 On Under
1 Structure No.
7209 0716NX Control No.
009 Lane Ind.
N Milepoint
07160 Facility Carried
I-244 Feature Intersected
PEORIA AVE. UNDER Division
08 County
143 Location
.16 MI E JCT I 444 Sufficiency
81.3 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1970 ADT Total
31300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
102.001 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
102.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
148.999 Deck Width
105.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.5 HS Inv. Rating Method
1 HS Inv. Method
21.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
50080 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
1500 Max Measured Clearance
1610 Min Measured Clearance
1601 NBI Rating
17889 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-85ft.-31ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0716NX H Index
93.8348 Latitude
36:09:34.15 Longitude
-95:58:33.05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 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
17889 Vault Link
http://plansrv1/bridgemaintvault/b17889 GIS FO/SD
Meets Standards H Inv. Method
16.5 Latitude DD
36.15948611 Longitude DD
-95.97584722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17337 x
-10683982.4409834 y
4322588.66373388 |
|||||||||||||||||||||||||||||||||||||
| 17885 | 1506 1338 X | 17885 | Coal | S.H. 3 | CANEY CREEK | 1506 1338 X | 40ft.-39ft.-40ft. I BM SPA | 1970 | 34.59350833 | -96.29872222 | 121.063 | 45.932 | — | 3 | 30 | 2 | 43.963 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | 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) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17333 BRKEY
17885 NBI No.
17885 On Under
1 Structure No.
1506 1338 X Control No.
006 Lane Ind.
Milepoint
13380 Facility Carried
S.H. 3 Feature Intersected
CANEY CREEK Division
03 County
029 Location
13.3 MI E PONTOTOC CO Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
22.990734 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
17885 ODOT County
15 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
40ft.-39ft.-40ft. I BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1506 1338 X H Index
97.8693 Latitude
34:35:36.63 Longitude
-96:17:55.4 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 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
17885 Vault Link
http://plansrv1/bridgemaintvault/b17885 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.59350833 Longitude DD
-96.29872222 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17333 x
-10719924.7215733 y
4108776.84601436 |
|||||||||||||||||||||||||||||||||||||
| 17884 | 6320 0902 X | 17884 | Pottawatomie | U.S. 177 | OPOSSUM CREEK | 6320 0902 X | 4-15ft.X10ft.X84ft. RCBOX | 1970 | 35.09623056 | -96.93158056 | 128.937 | 0 | — | 4 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17332 BRKEY
17884 NBI No.
17884 On Under
1 Structure No.
6320 0902 X Control No.
020 Lane Ind.
Milepoint
09020 Facility Carried
U.S. 177 Feature Intersected
OPOSSUM CREEK Division
03 County
125 Location
9 MI N PONTOTOC CO Sufficiency
97.7 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 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
1970 ADT Total
4900 ADT Year
2022 Design Load
HS 20 Skew
30 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
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
128.937 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
7840 Future ADT Year
2042 Bypass Detour
6.213712 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
17884 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-15ft.X10ft.X84ft. RCBOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6320 0902 X H Index
95.7791 Latitude
35:05:46.43 Longitude
-96:55:53.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17884 Vault Link
http://plansrv1/bridgemaintvault/b17884 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.09623056 Longitude DD
-96.93158056 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17332 x
-10790374.1897264 y
4176966.19463111 |
|||||||||||||||||||||||||||||||||||||
| 17698 | 5571 0828NXF | 17698 | Oklahoma | I-240 FRONTAGE RD. | CRUTCHO CREEK | 5571 0828NXF | 2-10ft.X 12ft.X 40ft. R.C.BOX W/ SLOPED FACE RAILS SK. 60 DEG. LF | 1950 | 35.39174722 | -97.42871111 | 24.003 | 43.497 | — | 2 | 30 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17325 BRKEY
17698 NBI No.
17698 On Under
1 Structure No.
5571 0828NXF Control No.
071 Lane Ind.
N Milepoint
08280 Facility Carried
I-240 FRONTAGE RD. Feature Intersected
CRUTCHO CREEK Division
04 County
109 Location
3.7 MI E JCT I-35 Sufficiency
99.9 Kind Hwy
2 Level Service
8 Route No.
00240 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1950 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
44.009 Span Type Main
M Material
1 - Concrete Design
19 Length
24.003 Deck Width
43.497 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.33 HS Inv. Rating Method
1 HS Inv. Method
37.39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17698 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 12ft.X 40ft. R.C.BOX W/ SLOPED FACE RAILS SK. 60 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5571 0828NXF H Index
94.0192 Latitude
35:23:30.29 Longitude
-97:25:43.36 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-240 FRONTAGE RD. Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
17698 Vault Link
http://plansrv1/bridgemaintvault/b17698 GIS FO/SD
Meets Standards H Inv. Method
20.77 Latitude DD
35.39174722 Longitude DD
-97.42871111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17325 x
-10845714.5094101 y
4217246.28812074 |
|||||||||||||||||||||||||||||||||||||
| 17697 | 5308 0586 X | 17697 | Nowata | U.S. 169 | CREEK | 5308 0586 X | 2-10ft. X 8ft. X 95ft. R.C. BOX WITH ADDITIONAL CURTAIN WALL UP & DOWNSTREAM | 1970 | 36.78564444 | -95.62931944 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.4 | 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 | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17324 BRKEY
17697 NBI No.
17697 On Under
1 Structure No.
5308 0586 X Control No.
008 Lane Ind.
Milepoint
05860 Facility Carried
U.S. 169 Feature Intersected
CREEK Division
08 County
105 Location
6.1 MI N JCT US 60 Sufficiency
85.4 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
4800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.7 HS Inv. Rating Method
1 HS Inv. Method
29.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7680 Future ADT Year
2042 Bypass Detour
19.883878 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
17697 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 95ft. R.C. BOX WITH ADDITIONAL CURTAIN WALL UP & DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5308 0586 X H Index
97.6187 Latitude
36:47:08.32 Longitude
-95:37:45.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17697 Vault Link
http://plansrv1/bridgemaintvault/b17697 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
36.78564444 Longitude DD
-95.62931944 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17324 x
-10645407.1449681 y
4409270.35475467 |
|||||||||||||||||||||||||||||||||||||
| 17696 | 0323T0470 X | 17696 | Atoka | IND. NATION TP | CREEK | 0323T0470 X | 3-8ft.X 4ft. X 107ft. RC BOX | 1970 | 34.56481111 | -95.76691111 | 26.001 | 108.999 | — | 3 | 30 | 4 | 107.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17323 BRKEY
17696 NBI No.
17696 On Under
1 Structure No.
0323T0470 X Control No.
023 Lane Ind.
Milepoint
04700 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
005 Location
63.12 MI'S S. JCT I-40 Sufficiency
98.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
107.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 Deck Width
108.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
160.8 HS Inv. Rating Method
1 HS Inv. Method
96.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17696 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 4ft. X 107ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0323T0470 X H Index
100 Latitude
34:33:53.32 Longitude
-95:46:00.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
63.13 NBI Text
17696 Vault Link
http://plansrv1/bridgemaintvault/b17696 GIS FO/SD
Meets Standards H Inv. Method
53.5 Latitude DD
34.56481111 Longitude DD
-95.76691111 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17323 x
-10660723.7796099 y
4104896.85852608 |
|||||||||||||||||||||||||||||||||||||
| 17695 | 7323 0267 X | 17695 | Wagoner | S.H. 16 | CREEK | 7323 0267 X | 2-10ft. X 12ft. X 78ft. R. | 1970 | 35.846064 | -95.313958 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17322 BRKEY
17695 NBI No.
17695 On Under
1 Structure No.
7323 0267 X Control No.
023 Lane Ind.
Milepoint
02670 Facility Carried
S.H. 16 Feature Intersected
CREEK Division
01 County
145 Location
2.7 MI N MUSKOGEE CO Sufficiency
92.5 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
77.999 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
1970 ADT Total
5000 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
8 Appr. Roadway Width
40 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
189 HS Inv. Rating Method
1 HS Inv. Method
113.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
19.883878 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
17695 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.
0 DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
2-10ft. X 12ft. X 78ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7323 0267 X H Index
97.7454 Latitude
35:50:45.83 Longitude
-95:18:50.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17695 Vault Link
http://plansrv1/bridgemaintvault/b17695 GIS FO/SD
Meets Standards H Inv. Method
79.9 Latitude DD
35.846064 Longitude DD
-95.313958 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17322 x
-10610301.2700515 y
4279460.63650097 |
|||||||||||||||||||||||||||||||||||||
| 17694 | 0922 0200 X | 17694 | Canadian | S.H. 3 & U.S. 81 | CREEK | 0922 0200 X | 2-10ft.X 5ft.X 202ft. R.C.BOX W/ 3ft. ADDft.L CURTAIN WALLS | 1970 | 35.69855 | -97.9666 | 21.001 | 0 | — | 2 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | 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) | B | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17321 BRKEY
17694 NBI No.
17694 On Under
1 Structure No.
0922 0200 X Control No.
022 Lane Ind.
Milepoint
02000 Facility Carried
S.H. 3 & U.S. 81 Feature Intersected
CREEK Division
04 County
017 Location
2 MI SE KINGFISHER C/L Sufficiency
81.8 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
6800 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
5 Fill RCB
6 Appr. Roadway Width
86.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.4 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10880 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17694 ODOT County
09 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 5ft.X 202ft. R.C.BOX W/ 3ft. ADDft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0922 0200 X H Index
98.8566 Latitude
35:41:54.78 Longitude
-97:57:59.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3, US 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17694 Vault Link
http://plansrv1/bridgemaintvault/b17694 GIS FO/SD
Meets Standards H Inv. Method
24.4 Latitude DD
35.69855 Longitude DD
-97.9666 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17321 x
-10905592.0267483 y
4259221.20299619 |
|||||||||||||||||||||||||||||||||||||
| 17693 | 3842 0140 X | 17693 | Kiowa | S.H. 19 | CREEK | 3842 0140 X | 2-10ft. X 3ft. X 82ft. RDY R.C.B. | 1970 | 34.89901111 | -98.8419 | 22.966 | 84.003 | — | 2 | 0 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17320 BRKEY
17693 NBI No.
17693 On Under
1 Structure No.
3842 0140 X Control No.
042 Lane Ind.
Milepoint
01400 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
1.4 MI E S.H. 54 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 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
1970 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
84.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.5 HS Inv. Rating Method
1 HS Inv. Method
37.49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17693 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 3ft. X 82ft. RDY R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3842 0140 X H Index
95.71 Latitude
34:53:56.44 Longitude
-98:50:30.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17693 Vault Link
http://plansrv1/bridgemaintvault/b17693 GIS FO/SD
Meets Standards H Inv. Method
20.83 Latitude DD
34.89901111 Longitude DD
-98.8419 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17320 x
-11003029.9770397 y
4150165.61216733 |
|||||||||||||||||||||||||||||||||||||
| 17970 | 4829 0012 X | 17970 | Marshall | S.H. 1 | CREEK | 4829 0012 X | (2) 10ft. X 12ft. X 154ft. RCB SK 30° | 1971 | 34.17136111 | -96.83244444 | 26.299 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17319 BRKEY
17970 NBI No.
17970 On Under
1 Structure No.
4829 0012 X Control No.
029 Lane Ind.
Milepoint
00120 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
02 County
095 Location
0.14 NE JCT SH-199 Sufficiency
80.3 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1971 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
26.299 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
66 HS Inv. Rating Method
2 HS Inv. Method
39.6 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3840 Future ADT Year
2042 Bypass Detour
27.3 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
17970 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 12ft. X 154ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4829 0012 X H Index
98.9423 Latitude
34:10:16.9 Longitude
-96:49:56.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30 NBI Text
17970 Vault Link
http://plansrv1/bridgemaintvault/b17970 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
34.17136111 Longitude DD
-96.83244444 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17319 x
-10779338.4073287 y
4051834.91112702 |
|||||||||||||||||||||||||||||||||||||
| 17883 | 5629 0059 X | 17883 | Okmulgee | S.H. 56 LOOP | OKMULGEE CREEK | 5629 0059 X | 45ft. - 35ft. - 45ft. PC BEAM | 1970 | 35.64641944 | -95.951575 | 126.001 | 45.801 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17313 BRKEY
17883 NBI No.
17883 On Under
1 Structure No.
5629 0059 X Control No.
029 Lane Ind.
Milepoint
00590 Facility Carried
S.H. 56 LOOP Feature Intersected
OKMULGEE CREEK Division
01 County
111 Location
0.6 E JCT US-75 Sufficiency
98.2 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1970 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
126.001 Deck Width
45.801 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.9 HS Inv. Rating Method
1 HS Inv. Method
39.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17883 ODOT County
56 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
0.899 Rt. Curb SW
0.899 Description
45ft. - 35ft. - 45ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5629 0059 X H Index
88.2927 Latitude
35:38:47.11 Longitude
-95:57:05.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 LOOP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29-0059 NBI Text
17883 Vault Link
http://plansrv1/bridgemaintvault/b17883 GIS FO/SD
Meets Standards H Inv. Method
30.6 Latitude DD
35.64641944 Longitude DD
-95.951575 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17313 x
-10681280.4698126 y
4252077.66860982 |
|||||||||||||||||||||||||||||||||||||
| 17878 | 7323 0476 X | 17878 | Wagoner | U.P. R.R. | S.H. 16 UNDER | 7323 0476 X | 2-32ft. I-BM. & 48ft. PL | 1970 | 35.858419 | -95.338711 | 113.845 | 8.999 | — | 3 | 16 | 2 | 8.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 07 - Major Collector (Rural) | H | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17308 BRKEY
17878 NBI No.
17878 On Under
2 Structure No.
7323 0476 X Control No.
023 Lane Ind.
Milepoint
04760 Facility Carried
U.P. R.R. Feature Intersected
S.H. 16 UNDER Division
01 County
145 Location
4.9 MI N MUSKOGEE CO Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1970 ADT Total
2200 ADT Year
2022 Design Load
Railroad Skew
16 No. Main Spans
3 Road Width
8.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
7.999 Span Type Main
M Material
3 - Steel Design
02 Length
113.845 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
_ Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
6 Bridge Posting
0 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
3520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1507 Min Measured Clearance
1507 NBI Rating
17878 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-32ft. I-BM. & 48ft. PL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7323 0476 X H Index
-1 Latitude
35:51:30.31 Longitude
-95:20:19.36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 16 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17878 Vault Link
http://plansrv1/bridgemaintvault/b17878 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.858419 Longitude DD
-95.338711 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17308 x
-10613056.7614071 y
4281157.49176984 |
|||||||||||||||||||||||||||||||||||||
| 17692 | 0928R0140 XC | 17692 | Canadian | S.H. 4 SD | CREEK | 0928R0140 XC | 25ft. TIMBER SPAN | 1970 | 35.52833333 | -97.74166667 | 24.934 | 17.999 | — | 1 | 0 | 2 | 17.999 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | _ | Open, no restriction (A) | 31 | Not applicable (N) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
17301 BRKEY
17692 NBI No.
17692 On Under
1 Structure No.
0928R0140 XC Control No.
028 Lane Ind.
Milepoint
01400 Facility Carried
S.H. 4 SD Feature Intersected
CREEK Division
04 County
017 Location
30' EAST OF SH 4 Sufficiency
31 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1970 ADT Total
-1 ADT Year
2005 Design Load
H 10 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
_ No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
24.934 Deck Width
17.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
N Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
3 HS Operating Rating Method
2 HS Operating Rating
9.921 HS Inv. Rating Method
2 HS Inv. Method
9.921 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
100 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17692 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
25ft. TIMBER SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
0928R0140 XC H Index
100 Latitude
35:31:42 Longitude
-97:44:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 4 SD Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17692 Vault Link
http://plansrv1/bridgemaintvault/b17692 GIS FO/SD
SD H Inv. Method
9.921 Latitude DD
35.52833333 Longitude DD
-97.74166667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
17301 x
-10880552.5629903 y
4235913.35278177 |
|||||||||||||||||||||||||||||||||||||
| 17691 | 4070 0061 X | 17691 | Le Flore | U.S. 271 | CREEK | 4070 0061 X | (2) 10ft. X 10ft. X 174ft. RCB | 1970 | 34.97583333 | -94.71555556 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87 | 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 | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17300 BRKEY
17691 NBI No.
17691 On Under
1 Structure No.
4070 0061 X Control No.
070 Lane Ind.
Milepoint
00610 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
079 Location
0.61 NE JCT US-270 Sufficiency
87 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1970 ADT Total
6100 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
25 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N 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
9760 Future ADT Year
2042 Bypass Detour
28.2 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
17691 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 174ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4070 0061 X H Index
96.396 Latitude
34:58:33 Longitude
-94:42:56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
205 NBI Text
17691 Vault Link
http://plansrv1/bridgemaintvault/b17691 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.97583333 Longitude DD
-94.71555556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17300 x
-10543687.4151412 y
4160597.47491952 |
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| 17690 | 4412 0045 X | 17690 | McClain | S.H. 24 | CREEK | 4412 0045 X | 2-10ft. X 10ft. X 80ft. RD | 1970 | 35.02166389 | -97.49433056 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17299 BRKEY
17690 NBI No.
17690 On Under
1 Structure No.
4412 0045 X Control No.
012 Lane Ind.
Milepoint
00450 Facility Carried
S.H. 24 Feature Intersected
CREEK Division
03 County
087 Location
0.5 MI. N. JCT. SH39 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00024 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1970 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.68 HS Inv. Rating Method
1 HS Inv. Method
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
16.155651 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
17690 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
2-10ft. X 10ft. X 80ft. RD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4412 0045 X H Index
96.37 Latitude
35:01:17.99 Longitude
-97:29:39.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 24 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17690 Vault Link
http://plansrv1/bridgemaintvault/b17690 GIS FO/SD
Meets Standards H Inv. Method
20.56 Latitude DD
35.02166389 Longitude DD
-97.49433056 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17299 x
-10853019.2331703 y
4166825.57004084 |
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| 17964 | 0501 2275NX | 17964 | Beckham | I-40 WB | NORTH FORK OF RED RIVER | 0501 2275NX | 50ft.,3(4-100ft. CONT.)50ft. PLATE GIRDER SPANS | 1970 | 35.28321944 | -99.62299722 | 1307 | 40 | — | 12 | 30 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | Fair (5) | Very good (8) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17295 BRKEY
17964 NBI No.
17964 On Under
1 Structure No.
0501 2275NX Control No.
001 Lane Ind.
N Milepoint
22750 Facility Carried
I-40 WB Feature Intersected
NORTH FORK OF RED RIVER Division
05 County
009 Location
2.0 MI. E. OF US283 Sufficiency
82.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1970 ADT Total
6350 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
12 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
4 - Steel Continuous Design
02 Length
1307 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
8 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17964 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,3(4-100ft. CONT.)50ft. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0501 2275NX H Index
94.0568 Latitude
35:16:59.59 Longitude
-99:37:22.79 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 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
17964 Vault Link
http://plansrv1/bridgemaintvault/b17964 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.28321944 Longitude DD
-99.62299722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17295 x
-11089981.3218301 y
4202436.45427237 |