ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 09502 | 0720 2637 X | 9502 | Bryan | S.H. 78 | MINERAL BAYOU CREEK | 0720 2637 X | 50ft. - 60ft. - 50ft. I-BEAM SK 30° | 1940 | 33.98489444 | -96.37119167 | 162.001 | 32.999 | — | 3 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.6 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9220 BRKEY
9502 NBI No.
9502 On Under
1 Structure No.
0720 2637 X Control No.
020 Lane Ind.
Milepoint
26370 Facility Carried
S.H. 78 Feature Intersected
MINERAL BAYOU CREEK Division
02 County
013 Location
25.80 N & W TX S/L Sufficiency
58.6 Kind Hwy
3 Level Service
1 Route No.
00078 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1940 ADT Total
3200 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.029 Span Type Main
M Material
3 - Steel Design
02 Length
162.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
21.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09502 ODOT County
07 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
4.501 Rt. Curb SW
4.501 Description
50ft. - 60ft. - 50ft. I-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0720 2637 X H Index
97.055 Latitude
33:59:05.62 Longitude
-96:22:16.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 78 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
080 NBI Text
09502 Vault Link
http://plansrv1/bridgemaintvault/b09502 GIS FO/SD
FO H Inv. Method
27 Latitude DD
33.98489444 Longitude DD
-96.37119167 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
9220 x
-10727991.9838454 y
4026773.89878898 |
|||||||||||||||||||||||||||||||||||||
| 09501 | 6416 1543 X | 9501 | Pushmataha | S.H. 3 | FRAZIER CREEK | 6416 1543 X | 50ft. - 60ft. - 50ft. WF-BEAM | 1940 | 34.199075 | -95.35057778 | 160 | 42.2 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.7 | Fair (5) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9219 BRKEY
9501 NBI No.
9501 On Under
1 Structure No.
6416 1543 X Control No.
016 Lane Ind.
Milepoint
15430 Facility Carried
S.H. 3 Feature Intersected
FRAZIER CREEK Division
02 County
127 Location
11.89 W MCCURTAIN C/L Sufficiency
87.7 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1940 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
160 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 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
40.2 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0.018641 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
09501 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
50ft. - 60ft. - 50ft. WF-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6416 1543 X H Index
80.4426 Latitude
34:11:56.67 Longitude
-95:21:02.08 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
063 NBI Text
09501 Vault Link
http://plansrv1/bridgemaintvault/b09501 GIS FO/SD
Meets Standards H Inv. Method
18.6 Latitude DD
34.199075 Longitude DD
-95.35057778 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9219 x
-10614377.765314 y
4055564.36090132 |
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| 09500 | 6416 1145 X | 9500 | Pushmataha | S.H. 3 | ROCK CREEK | 6416 1145 X | 50ft. - 60ft. - 50ft. WF-BEAM | 1940 | 34.20035 | -95.418418 | 160 | 31.001 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.8 | Fair (5) | Fair (5) | Fair (5) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9218 BRKEY
9500 NBI No.
9500 On Under
1 Structure No.
6416 1145 X Control No.
016 Lane Ind.
Milepoint
11450 Facility Carried
S.H. 3 Feature Intersected
ROCK CREEK Division
02 County
127 Location
11.45 E JCT US-271 Sufficiency
52.8 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1940 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
160 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.3 HS Inv. Rating Method
1 HS Inv. Method
37.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
42.253241 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09500 ODOT County
64 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
2.5 Rt. Curb SW
2.5 Description
50ft. - 60ft. - 50ft. WF-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6416 1145 X H Index
83.4822 Latitude
34:12:01.26 Longitude
-95:25:06.3 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
058 NBI Text
09500 Vault Link
http://plansrv1/bridgemaintvault/b09500 GIS FO/SD
FO H Inv. Method
29.7 Latitude DD
34.20035 Longitude DD
-95.418418 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9218 x
-10621929.7040597 y
4055735.9667535 |
|||||||||||||||||||||||||||||||||||||
| 09499 | 7104R0660 X | 9499 | Tillman | U.S. 70 | SUTTLE CREEK | 7104 0660 X | 50ft.-60ft.-50ft. I-BEAM SPANS | 1940 | 34.247153 | -99.017811 | 161.089 | 27.001 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.8 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 390 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
9217 BRKEY
9499 NBI No.
9499 On Under
1 Structure No.
7104R0660 X Control No.
004 Lane Ind.
Milepoint
06600 Facility Carried
U.S. 70 Feature Intersected
SUTTLE CREEK Division
05 County
141 Location
3.3 MI E JCT U.S. 183 Sufficiency
69.8 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 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
1940 ADT Total
390 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.919 HS Inv. Rating Method
1 HS Inv. Method
31.085 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
624 Future ADT Year
2038 Bypass Detour
29.825817 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
09499 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7104 0660 X H Index
70.8988 Latitude
34:14:49.75 Longitude
-99:01:04.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09499 Vault Link
http://plansrv1/bridgemaintvault/b09499 GIS FO/SD
Meets Standards H Inv. Method
24.251 Latitude DD
34.247153 Longitude DD
-99.017811 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9217 x
-11022612.2999846 y
4062037.11228633 |
|||||||||||||||||||||||||||||||||||||
| 09498 | 6416 0089 X | 9498 | Pushmataha | S.H. 3 | BEAVER CREEK | 6416 0089 X | 50ft. - 60ft. - 50ft. I-BEAM | 1940 | 34.22758056 | -95.59439722 | 160 | 31.001 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.6 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9198 BRKEY
9498 NBI No.
9498 On Under
1 Structure No.
6416 0089 X Control No.
016 Lane Ind.
Milepoint
00890 Facility Carried
S.H. 3 Feature Intersected
BEAVER CREEK Division
02 County
127 Location
0.89 E JCT US-271 Sufficiency
64.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1940 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
160 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.6 HS Inv. Rating Method
1 HS Inv. Method
30.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
1.999572 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
09498 ODOT County
64 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
2.5 Rt. Curb SW
2.5 Description
50ft. - 60ft. - 50ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6416 0089 X H Index
73.8826 Latitude
34:13:39.29 Longitude
-95:35:39.83 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
051 NBI Text
09498 Vault Link
http://plansrv1/bridgemaintvault/b09498 GIS FO/SD
FO H Inv. Method
23.4 Latitude DD
34.22758056 Longitude DD
-95.59439722 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9198 x
-10641519.6212203 y
4059401.62463003 |
|||||||||||||||||||||||||||||||||||||
| 09779 | 4040 3509 X | 9779 | Le Flore | S.H. 63 | RICHMOND CREEK | 4040 3509 X | 40ft. WF-BEAM | 1941 | 34.64711667 | -94.47501667 | 41 | 40 | — | 1 | 0 | 2 | 40 | 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) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 430 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9191 BRKEY
9779 NBI No.
9779 On Under
1 Structure No.
4040 3509 X Control No.
040 Lane Ind.
Milepoint
35090 Facility Carried
S.H. 63 Feature Intersected
RICHMOND CREEK Division
02 County
079 Location
1.06 W AR S/L Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
430 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
3 - Steel Design
02 Length
41 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
688 Future ADT Year
2042 Bypass Detour
44.7 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
09779 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. WF-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 3509 X H Index
88.4715 Latitude
34:38:49.62 Longitude
-94:28:30.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
156 NBI Text
09779 Vault Link
http://plansrv1/bridgemaintvault/b09779 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.64711667 Longitude DD
-94.47501667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9191 x
-10516910.7483904 y
4116028.51656078 |
|||||||||||||||||||||||||||||||||||||
| 09778 | 4040 3417 X | 9778 | Le Flore | S.H. 63 | CREEK | 4040 3417 X | (12ft. - 14ft. - 12ft.) X 7ft. X 30ft. RCB SK 30° | 1941 | 34.64495556 | -94.49074444 | 48.5 | 0 | — | 3 | 60 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | 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 | 430 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9190 BRKEY
9778 NBI No.
9778 On Under
1 Structure No.
4040 3417 X Control No.
040 Lane Ind.
Milepoint
34170 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
1.98 W AR S/L Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
430 ADT Year
2022 Design Load
H 20 Skew
60 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26 Span Type Main
M Material
1 - Concrete Design
19 Length
48.5 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 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
47.6 HS Inv. Rating Method
1 HS Inv. Method
28.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
688 Future ADT Year
2042 Bypass Detour
44.7 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
09778 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
(12ft. - 14ft. - 12ft.) X 7ft. X 30ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 3417 X H Index
95.5812 Latitude
34:38:41.84 Longitude
-94:29:26.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
155 NBI Text
09778 Vault Link
http://plansrv1/bridgemaintvault/b09778 GIS FO/SD
Meets Standards H Inv. Method
16.8 Latitude DD
34.64495556 Longitude DD
-94.49074444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9190 x
-10518661.5557381 y
4115736.08972603 |
|||||||||||||||||||||||||||||||||||||
| 09777 | 4040 1620 X | 9777 | Le Flore | S.H. 63 | CREEK | 4040 1620 X | (12ft. - 14ft. - 12ft.) X 7ft. X 30ft. RCB | 1941 | 34.69011667 | -94.78034722 | 42 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.2 | Fair (5) | 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 | 610 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
9189 BRKEY
9777 NBI No.
9777 On Under
1 Structure No.
4040 1620 X Control No.
040 Lane Ind.
Milepoint
16200 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
8.76 W JCT US-259 Sufficiency
83.2 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
610 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
42 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 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
39 HS Inv. Rating Method
1 HS Inv. Method
23.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2042 Bypass Detour
11.2 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
09777 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
(12ft. - 14ft. - 12ft.) X 7ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1620 X H Index
94.1526 Latitude
34:41:24.42 Longitude
-94:46:49.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
134 NBI Text
09777 Vault Link
http://plansrv1/bridgemaintvault/b09777 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
34.69011667 Longitude DD
-94.78034722 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9189 x
-10550899.9897401 y
4121848.57241669 |
|||||||||||||||||||||||||||||||||||||
| 09776 | 4040 1527 X | 9776 | Le Flore | S.H. 63 | CREEK | 4040 1527 X | (12ft. - 14ft. - 12ft.) X 6ft. X 30ft. RCB SK 45° | 1941 | 34.69547778 | -94.7939 | 59.4 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.5 | 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 | 610 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
9188 BRKEY
9776 NBI No.
9776 On Under
1 Structure No.
4040 1527 X Control No.
040 Lane Ind.
Milepoint
15270 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
9.69 W JCT US-259 Sufficiency
96.5 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
610 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
59.4 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
976 Future ADT Year
2042 Bypass Detour
11.2 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
09776 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
(12ft. - 14ft. - 12ft.) X 6ft. X 30ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1527 X H Index
99.9515 Latitude
34:41:43.72 Longitude
-94:47:38.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
132 NBI Text
09776 Vault Link
http://plansrv1/bridgemaintvault/b09776 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.69547778 Longitude DD
-94.7939 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9188 x
-10552408.6783085 y
4122574.41127914 |
|||||||||||||||||||||||||||||||||||||
| 09775 | 4040 1488 X | 9775 | Le Flore | S.H. 63 | CREEK | 4040 1488 X | (12ft. - 14ft. - 12ft.) X 9ft. X 30ft. RCB | 1941 | 34.69544722 | -94.80085556 | 42 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
9187 BRKEY
9775 NBI No.
9775 On Under
1 Structure No.
4040 1488 X Control No.
040 Lane Ind.
Milepoint
14880 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
10.08 W JCT US-259 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
42 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
1760 Future ADT Year
2042 Bypass Detour
11.2 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
09775 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
(12ft. - 14ft. - 12ft.) X 9ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1488 X H Index
93.4099 Latitude
34:41:43.61 Longitude
-94:48:03.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
131 NBI Text
09775 Vault Link
http://plansrv1/bridgemaintvault/b09775 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.69544722 Longitude DD
-94.80085556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9187 x
-10553182.9677059 y
4122570.27363788 |
|||||||||||||||||||||||||||||||||||||
| 09768 | 3712 0103 X | 9768 | Kingfisher | S.H. 51 | CREEK | 3712 0103 X | (12ft.-14ft.-12ft.)X 9ft.X 30ft. R.C. BOX | 1941 | 36.11583333 | -98.19159722 | 39.836 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9168 BRKEY
9768 NBI No.
9768 On Under
1 Structure No.
3712 0103 X Control No.
012 Lane Ind.
Milepoint
01030 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
073 Location
1.1 MI E BLAINE C/L Sufficiency
83.1 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.836 Deck Width
32.001 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.95 HS Inv. Rating Method
1 HS Inv. Method
28.12 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
52.200001 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
09768 ODOT County
37 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
(12ft.-14ft.-12ft.)X 9ft.X 30ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3712 0103 X H Index
91.1355 Latitude
36:06:57 Longitude
-98:11:29.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
09768 Vault Link
http://plansrv1/bridgemaintvault/b09768 GIS FO/SD
Meets Standards H Inv. Method
16.53 Latitude DD
36.11583333 Longitude DD
-98.19159722 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9168 x
-10930638.6027086 y
4316571.58744651 |
|||||||||||||||||||||||||||||||||||||
| 09483 | 1902R1283 X | 9483 | Creek | S.H. 66 | CATFISH CREEK | 1902R1283 X | 40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1940 | 35.82 | -96.41333333 | 141.076 | 31.001 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.9 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
9147 BRKEY
9483 NBI No.
9483 On Under
1 Structure No.
1902R1283 X Control No.
002 Lane Ind.
Milepoint
12830 Facility Carried
S.H. 66 Feature Intersected
CATFISH CREEK Division
08 County
037 Location
12.8 MI E LINCOLN C0 Sufficiency
23.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 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
1940 ADT Total
3400 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3300 Future ADT Year
2017 Bypass Detour
21.12662 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
09483 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1902R1283 X H Index
100 Latitude
35:49:12 Longitude
-96:24:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 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
09483 Vault Link
http://plansrv1/bridgemaintvault/b09483 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.82 Longitude DD
-96.41333333 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9147 x
-10732683.1719777 y
4275881.83224072 |
|||||||||||||||||||||||||||||||||||||
| 09482 | 3912 1035 X | 9482 | Latimer | S.H. 1 | PINE CREEK | 3912 1035 X | 40ft.-60ft.-40ft. I-BM. SPANS | 1940 | 34.79551111 | -95.34568333 | 142.001 | 28.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.8 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9146 BRKEY
9482 NBI No.
9482 On Under
1 Structure No.
3912 1035 X Control No.
012 Lane Ind.
Milepoint
10350 Facility Carried
S.H. 1 Feature Intersected
PINE CREEK Division
02 County
077 Location
10.35 E PITTSBURG C/L Sufficiency
73.8 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1940 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
142.001 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
27.961703 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
09482 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-60ft.-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3912 1035 X H Index
98.6483 Latitude
34:47:43.84 Longitude
-95:20:44.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
039 NBI Text
09482 Vault Link
http://plansrv1/bridgemaintvault/b09482 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.79551111 Longitude DD
-95.34568333 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9146 x
-10613832.9176323 y
4136126.52741427 |
|||||||||||||||||||||||||||||||||||||
| 09481 | 3212R0826 X | 9481 | Hughes | S.H. 9 | LITTLE WEWOKA CREEK | 3212 0826 X | 40ft.-60ft.-40ft. I-BM | 1940 | 35.23166667 | -96.29666667 | 142.06 | 28.871 | — | 3 | 30 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 8.9 | Serious (3) | Critical (2) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
9145 BRKEY
9481 NBI No.
9481 On Under
1 Structure No.
3212R0826 X Control No.
012 Lane Ind.
Milepoint
08260 Facility Carried
S.H. 9 Feature Intersected
LITTLE WEWOKA CREEK Division
03 County
063 Location
8.3 MI E SEMINOLE CO Sufficiency
8.9 Kind Hwy
3 Level Service
1 Route No.
00009 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
1940 ADT Total
1500 ADT Year
2004 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
28.871 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
3 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.108 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2024 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09481 ODOT County
32 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
40ft.-60ft.-40ft. I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3212 0826 X H Index
81.7294 Latitude
35:13:54 Longitude
-96:17:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09481 Vault Link
http://plansrv1/bridgemaintvault/b09481 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.23166667 Longitude DD
-96.29666667 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9145 x
-10719695.898794 y
4195408.45597204 |
|||||||||||||||||||||||||||||||||||||
| 09670 | 4040 1659 X | 9670 | Le Flore | S.H. 63 | CREEK | 4040 1659 X | (3) 8ft. X 8ft. X 30ft. RCB | 1941 | 34.68547222 | -94.77648056 | 28 | 0 | — | 3 | 0 | 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) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
9136 BRKEY
9670 NBI No.
9670 On Under
1 Structure No.
4040 1659 X Control No.
040 Lane Ind.
Milepoint
16590 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
8.37 W JCT US-259 Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
610 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
28 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
48.4 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2042 Bypass Detour
11.184681 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
09670 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 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1659 X H Index
99.9232 Latitude
34:41:07.7 Longitude
-94:46:35.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
135 NBI Text
09670 Vault Link
http://plansrv1/bridgemaintvault/b09670 GIS FO/SD
Meets Standards H Inv. Method
17.9 Latitude DD
34.68547222 Longitude DD
-94.77648056 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9136 x
-10550469.5551178 y
4121219.79991121 |
|||||||||||||||||||||||||||||||||||||
| 09669 | 6118 1592 X | 9669 | Pittsburg | S.H. 31 | CREEK | 6118 1592 X | (2) 10ft. X 5ft. X 32ft. RCB | 1941 | 35.07270278 | -95.554775 | 21.001 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67.7 | Fair (5) | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9135 BRKEY
9669 NBI No.
9669 On Under
1 Structure No.
6118 1592 X Control No.
018 Lane Ind.
Milepoint
15920 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
02 County
121 Location
15.92 E JCT US 270 Sufficiency
67.7 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1941 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 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
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09669 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 5ft. X 32ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6118 1592 X H Index
89.7704 Latitude
35:04:21.73 Longitude
-95:33:17.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
078 NBI Text
09669 Vault Link
http://plansrv1/bridgemaintvault/b09669 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.07270278 Longitude DD
-95.554775 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9135 x
-10637108.8958658 y
4173765.55589259 |
|||||||||||||||||||||||||||||||||||||
| 09668 | 5716 1444 X | 9668 | Osage | S.H. 18 | CREEK | 5716 1574 X | 2-10ft. X 4ft. X 38ft. R.C. BOX | 1941 | 36.867025 | -96.671411 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.9 | Fair (5) | 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 | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9134 BRKEY
9668 NBI No.
9668 On Under
1 Structure No.
5716 1444 X Control No.
016 Lane Ind.
Milepoint
14440 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
08 County
113 Location
5.9 MI.N.JCT.SH 11 Sufficiency
80.9 Kind Hwy
3 Level Service
1 Route No.
00018 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
07 - Major Collector (Rural) Year Built
1941 ADT Total
450 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
4.97097 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
09668 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 4ft. X 38ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5716 1574 X H Index
89.5225 Latitude
36:52:01.29 Longitude
-96:40:17.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09668 Vault Link
http://plansrv1/bridgemaintvault/b09668 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.867025 Longitude DD
-96.671411 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9134 x
-10761412.2467873 y
4420587.95944942 |
|||||||||||||||||||||||||||||||||||||
| 09667 | 4040 1554 X | 9667 | Le Flore | S.H. 63 | CREEK | 4040 1554 X | (2) 10ft. X 4ft. X 31ft. RCB | 1941 | 34.69550556 | -94.789225 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.5 | Fair (5) | 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 | 610 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
9133 BRKEY
9667 NBI No.
9667 On Under
1 Structure No.
4040 1554 X Control No.
040 Lane Ind.
Milepoint
15540 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
9.42 W JCT US-259 Sufficiency
80.5 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31 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
1941 ADT Total
610 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2042 Bypass Detour
11.184681 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
09667 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 4ft. X 31ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1554 X H Index
98.02 Latitude
34:41:43.82 Longitude
-94:47:21.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
133 NBI Text
09667 Vault Link
http://plansrv1/bridgemaintvault/b09667 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.69550556 Longitude DD
-94.789225 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9133 x
-10551888.259689 y
4122578.17252636 |
|||||||||||||||||||||||||||||||||||||
| 09480 | 4616R0042 X | 9480 | McIntosh | S.H. 52 | MILL CREEK | 4616 0042 X | 40ft. - 60ft. - 40ft. I-BEAM | 1940 | 35.208894 | -95.890475 | 142.001 | 28.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.8 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
9126 BRKEY
9480 NBI No.
9480 On Under
1 Structure No.
4616R0042 X Control No.
016 Lane Ind.
Milepoint
00420 Facility Carried
S.H. 52 Feature Intersected
MILL CREEK Division
01 County
091 Location
3.6 S JCT SH-9 Sufficiency
66.8 Kind Hwy
3 Level Service
1 Route No.
00052 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1940 ADT Total
480 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
142.001 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2040 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
09480 ODOT County
46 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
2.5 Rt. Curb SW
2.5 Description
40ft. - 60ft. - 40ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4616 0042 X H Index
91.6266 Latitude
35:12:32.02 Longitude
-95:53:25.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 52 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-0042 NBI Text
09480 Vault Link
http://plansrv1/bridgemaintvault/b09480 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.208894 Longitude DD
-95.890475 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9126 x
-10674478.8489251 y
4192305.36451377 |
|||||||||||||||||||||||||||||||||||||
| 09479 | 4120R0024 X | 9479 | Lincoln | U.S. 177 | SPRING CREEK | 4120 0024 X | 40ft.-60ft.-40ft. IBMSPANS | 1940 | 35.68445278 | -97.01718889 | 141.076 | 28.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.9 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
9125 BRKEY
9479 NBI No.
9479 On Under
1 Structure No.
4120R0024 X Control No.
020 Lane Ind.
Milepoint
00240 Facility Carried
U.S. 177 Feature Intersected
SPRING CREEK Division
03 County
081 Location
0.2 MI N JCT SH 66 Sufficiency
57.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 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
1940 ADT Total
2200 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.163 HS Inv. Rating Method
1 HS Inv. Method
29.542 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2030 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09479 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-60ft.-40ft. IBMSPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4120 0024 X H Index
87.0705 Latitude
35:41:04.03 Longitude
-97:01:01.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09479 Vault Link
http://plansrv1/bridgemaintvault/b09479 GIS FO/SD
Meets Standards H Inv. Method
21.164 Latitude DD
35.68445278 Longitude DD
-97.01718889 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9125 x
-10799904.0654296 y
4257288.97794813 |
|||||||||||||||||||||||||||||||||||||
| 09774 | 4040 1380 X | 9774 | Le Flore | S.H. 63 | CREEK | 4040 1380 X | (12ft. - 14ft. - 12ft.) X 12ft. X 30ft. RCB | 1941 | 34.69536944 | -94.82003333 | 42 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
9120 BRKEY
9774 NBI No.
9774 On Under
1 Structure No.
4040 1380 X Control No.
040 Lane Ind.
Milepoint
13800 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
13.80 E JCT US-271 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
42 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
8 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
1760 Future ADT Year
2042 Bypass Detour
11.2 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
09774 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
(12ft. - 14ft. - 12ft.) X 12ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1380 X H Index
92.5357 Latitude
34:41:43.33 Longitude
-94:49:12.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
128 NBI Text
09774 Vault Link
http://plansrv1/bridgemaintvault/b09774 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.69536944 Longitude DD
-94.82003333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9120 x
-10555317.8272968 y
4122559.74269786 |
|||||||||||||||||||||||||||||||||||||
| 09773 | 6507 1182 X | 9773 | Roger Mills | S.H. 30 | CREEK | 6507 1182 X | 4-10ft.X 10ft.X 30ft. RDY. R.C.B. CONC. TRAFFIC RAIL | 1941 | 35.82552778 | -99.92546389 | 45.932 | 32.001 | — | 4 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.1 | Fair (5) | 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
9119 BRKEY
9773 NBI No.
9773 On Under
1 Structure No.
6507 1182 X Control No.
007 Lane Ind.
Milepoint
11820 Facility Carried
S.H. 30 Feature Intersected
CREEK Division
05 County
129 Location
0.8 MI N JCT S.H. 33 Sufficiency
84.1 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
160 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
45.932 Deck Width
32.001 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09773 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.X 10ft.X 30ft. RDY. R.C.B. CONC. TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6507 1182 X H Index
96.9067 Latitude
35:49:31.9 Longitude
-99:55:31.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09773 Vault Link
http://plansrv1/bridgemaintvault/b09773 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.82552778 Longitude DD
-99.92546389 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9119 x
-11123651.7575164 y
4276640.74425919 |
|||||||||||||||||||||||||||||||||||||
| 09772 | 4040 0743 X | 9772 | Le Flore | S.H. 63 | CREEK | 4040 0743 X | (4) 10ft. X 6ft. X 46ft. RCB | 1941 | 34.71351667 | -94.92443611 | 45 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9118 BRKEY
9772 NBI No.
9772 On Under
1 Structure No.
4040 0743 X Control No.
040 Lane Ind.
Milepoint
07430 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
7.43 E JCT US-271 Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
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
3520 Future ADT Year
2042 Bypass Detour
11.2 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
09772 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
(4) 10ft. X 6ft. X 46ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0743 X H Index
98.35 Latitude
34:42:48.66 Longitude
-94:55:27.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
119 NBI Text
09772 Vault Link
http://plansrv1/bridgemaintvault/b09772 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.71351667 Longitude DD
-94.92443611 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9118 x
-10566939.8916038 y
4125017.03582739 |
|||||||||||||||||||||||||||||||||||||
| 09771 | 7708 0587 X | 9771 | Woodward | S.H. 15 | CREEK | 7708 0587 X | (12ft.-14ft.-12ft.)X 6ft.X87.2 ft. | 1941 | 36.425044 | -99.514714 | 41.995 | 87.2 | — | 3 | 0 | 2 | 85.1 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.4 | Fair (5) | 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) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9117 BRKEY
9771 NBI No.
9771 On Under
1 Structure No.
7708 0587 X Control No.
008 Lane Ind.
Milepoint
05870 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
153 Location
5.8 MI NE ELLIS CO Sufficiency
69.4 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
85.1 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
1941 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
85.1 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
87.2 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
09771 ODOT County
77 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 6ft.X87.2 ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7708 0587 X H Index
94.5643 Latitude
36:25:30.16 Longitude
-99:30:52.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
09771 Vault Link
http://plansrv1/bridgemaintvault/b09771 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.425044 Longitude DD
-99.514714 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9117 x
-11077927.2889182 y
4359265.49184412 |
|||||||||||||||||||||||||||||||||||||
| 09770 | 4006 0573 X | 9770 | Le Flore | U.S. 59 | CREEK | 4006 0573 X | (2) 10ft. X 10ft. X 137ft. RCB | 1941 | 35.10518889 | -94.63839444 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.5 | 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 | 12200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9116 BRKEY
9770 NBI No.
9770 On Under
1 Structure No.
4006 0573 X Control No.
006 Lane Ind.
Milepoint
05730 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
5.73 N JCT US-271 Sufficiency
71.5 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 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
1941 ADT Total
12200 ADT Year
2022 Design Load
H 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
3 Appr. Roadway Width
50 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
19520 Future ADT Year
2042 Bypass Detour
12.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09770 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 137ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 0573 X H Index
98.02 Latitude
35:06:18.68 Longitude
-94:38:18.22 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
044 NBI Text
09770 Vault Link
http://plansrv1/bridgemaintvault/b09770 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.10518889 Longitude DD
-94.63839444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9116 x
-10535097.8785538 y
4178185.09796456 |
|||||||||||||||||||||||||||||||||||||
| 09769 | 0622 0178 X | 9769 | Blaine | S.H. 51 | CREEK | 0622 0178 X | (12ft.-14ft.-12ft.)X11ft.X30ft. RDY. R.C.B., W/ HANDRAILS | 1941 | 36.11591111 | -98.28516944 | 41.995 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9115 BRKEY
9769 NBI No.
9769 On Under
1 Structure No.
0622 0178 X Control No.
022 Lane Ind.
Milepoint
01780 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
05 County
011 Location
1.8 E JCT S.H. 8 OKEENE Sufficiency
86.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
32.001 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
40.345 HS Inv. Rating Method
3 HS Inv. Method
31.085 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
52.19518 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
09769 ODOT County
06 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.)X11ft.X30ft. RDY. R.C.B., W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0622 0178 X H Index
91.9819 Latitude
36:06:57.28 Longitude
-98:17:06.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09769 Vault Link
http://plansrv1/bridgemaintvault/b09769 GIS FO/SD
Meets Standards H Inv. Method
17.306 Latitude DD
36.11591111 Longitude DD
-98.28516944 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9115 x
-10941055.0145914 y
4316582.30562495 |
|||||||||||||||||||||||||||||||||||||
| 09666 | 5716 1320 X | 9666 | Osage | S.H. 18 | HAINES CREEK | 5716 1482 X | 2-10ft. X 5ft. X 37ft. R.C. BOX | 1941 | 36.849183 | -96.67145 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.9 | Fair (5) | 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 | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9114 BRKEY
9666 NBI No.
9666 On Under
1 Structure No.
5716 1320 X Control No.
016 Lane Ind.
Milepoint
13200 Facility Carried
S.H. 18 Feature Intersected
HAINES CREEK Division
08 County
113 Location
4.7 MI. N. JCT. SH 11 Sufficiency
80.9 Kind Hwy
3 Level Service
1 Route No.
00018 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
07 - Major Collector (Rural) Year Built
1941 ADT Total
450 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
4.97097 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
09666 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 5ft. X 37ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5716 1482 X H Index
63.1267 Latitude
36:50:57.06 Longitude
-96:40:17.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09666 Vault Link
http://plansrv1/bridgemaintvault/b09666 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.849183 Longitude DD
-96.67145 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9114 x
-10761416.5882474 y
4418105.63964882 |
|||||||||||||||||||||||||||||||||||||
| 09665 | 4040 1482 X | 9665 | Le Flore | S.H. 63 | CREEK | 4040 1482 X | (2) 10ft. X 6ft. X 36ft. RCB | 1941 | 34.69543611 | -94.80188333 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | 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 | 1100 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
9113 BRKEY
9665 NBI No.
9665 On Under
1 Structure No.
4040 1482 X Control No.
040 Lane Ind.
Milepoint
14820 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
10.14 W JCT US-259 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 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
1941 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.6 HS Inv. Rating Method
1 HS Inv. Method
38.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
11.184681 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
09665 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 6ft. X 36ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1482 X H Index
91.98 Latitude
34:41:43.57 Longitude
-94:48:06.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
130 NBI Text
09665 Vault Link
http://plansrv1/bridgemaintvault/b09665 GIS FO/SD
Meets Standards H Inv. Method
21.2 Latitude DD
34.69543611 Longitude DD
-94.80188333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9113 x
-10553297.3785389 y
4122568.76941069 |
|||||||||||||||||||||||||||||||||||||
| 09664 | 4040 1448 X | 9664 | Le Flore | S.H. 63 | CREEK | 4040 1448 X | (2) 10ft. X 3ft. X 30ft. RCB | 1941 | 34.69541667 | -94.8079 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | 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 | 1100 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
9112 BRKEY
9664 NBI No.
9664 On Under
1 Structure No.
4040 1448 X Control No.
040 Lane Ind.
Milepoint
14480 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
10.48 W JCT US-259 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
1100 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.4 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
11.184681 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
09664 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 3ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1448 X H Index
99.34 Latitude
34:41:43.5 Longitude
-94:48:28.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
129 NBI Text
09664 Vault Link
http://plansrv1/bridgemaintvault/b09664 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
34.69541667 Longitude DD
-94.8079 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9112 x
-10553967.1511796 y
4122566.13735208 |
|||||||||||||||||||||||||||||||||||||
| 09663 | 7236 1321 X | 9663 | Tulsa | S.H. 11 | CREEK | 7236 1321 X | 2-10ft.X 4ft.X 69ft. R.C.B | 1941 | 36.23953056 | -95.97568056 | 23 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 60.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 7800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9111 BRKEY
9663 NBI No.
9663 On Under
1 Structure No.
7236 1321 X Control No.
036 Lane Ind.
Milepoint
13210 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
08 County
143 Location
13.2 MI S WASH. C/L Sufficiency
60.7 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 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
1941 ADT Total
7800 ADT Year
2022 Design Load
H 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
4 Fill RCB
FG Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.3 HS Inv. Rating Method
1 HS Inv. Method
27.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09663 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 69ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7236 1321 X H Index
55.6668 Latitude
36:14:22.31 Longitude
-95:58:32.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
09663 Vault Link
http://plansrv1/bridgemaintvault/b09663 GIS FO/SD
Meets Standards H Inv. Method
19.1 Latitude DD
36.23953056 Longitude DD
-95.97568056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
9111 x
-10683963.8884771 y
4333630.66024861 |
|||||||||||||||||||||||||||||||||||||
| 09662 | 4040 1254 X | 9662 | Le Flore | S.H. 63 | CREEK | 4040 1224 X | (2) 10ft. X 6ft. X 50ft. RCB | 1941 | 34.695275 | -94.84230556 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80 | Fair (5) | 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 | 1100 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
9110 BRKEY
9662 NBI No.
9662 On Under
1 Structure No.
4040 1254 X Control No.
040 Lane Ind.
Milepoint
12540 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
12.54 E JCT US-271 Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 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
1941 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
11.2 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
09662 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 6ft. X 50ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1224 X H Index
98.35 Latitude
34:41:42.99 Longitude
-94:50:32.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
126 NBI Text
09662 Vault Link
http://plansrv1/bridgemaintvault/b09662 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.695275 Longitude DD
-94.84230556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9110 x
-10557797.1605993 y
4122546.95610825 |
|||||||||||||||||||||||||||||||||||||
| 09661 | 4040 1041 X | 9661 | Le Flore | S.H. 63 | CREEK | 4040 1041 X | (2) 10ft. X 7ft. X 37ft. RCB | 1941 | 34.69318611 | -94.87969722 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.9 | Fair (5) | 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 | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9109 BRKEY
9661 NBI No.
9661 On Under
1 Structure No.
4040 1041 X Control No.
040 Lane Ind.
Milepoint
10410 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
10.41 E JCT US-271 Sufficiency
80.9 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37 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
1941 ADT Total
1100 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09661 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 7ft. X 37ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1041 X H Index
98.68 Latitude
34:41:35.47 Longitude
-94:52:46.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
123 NBI Text
09661 Vault Link
http://plansrv1/bridgemaintvault/b09661 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.69318611 Longitude DD
-94.87969722 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9109 x
-10561959.5811504 y
4122264.13710283 |
|||||||||||||||||||||||||||||||||||||
| 09473 | 3916R0270 X | 9473 | Latimer | S.H. 1 | BUFFALO CREEK OVERFLOW | 3916 0270 X | 40ft. - 50ft. - 40ft. I-BEAM | 1940 | 34.73125278 | -95.2327 | 132.001 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.1 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
9101 BRKEY
9473 NBI No.
9473 On Under
1 Structure No.
3916R0270 X Control No.
016 Lane Ind.
Milepoint
02700 Facility Carried
S.H. 1 Feature Intersected
BUFFALO CREEK OVERFLOW Division
02 County
077 Location
2.70 E JCT SH-2 Sufficiency
57.1 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1940 ADT Total
2100 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
132.001 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.706 HS Inv. Rating Method
1 HS Inv. Method
30.424 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2037 Bypass Detour
31.689931 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
09473 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft. - 50ft. - 40ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3916 0270 X H Index
73.9644 Latitude
34:43:52.51 Longitude
-95:13:57.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
045 NBI Text
09473 Vault Link
http://plansrv1/bridgemaintvault/b09473 GIS FO/SD
Meets Standards H Inv. Method
23.479 Latitude DD
34.73125278 Longitude DD
-95.2327 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9101 x
-10601255.6708686 y
4127419.18078373 |
|||||||||||||||||||||||||||||||||||||
| 09472 | 3916R0258 X | 9472 | Latimer | S.H. 1 | BUFFALO CREEK OVERFLOW | 3916 0258 X | 40ft. - 50ft. - 40ft. I-BEAM SK 30 | 1940 | 34.73125833 | -95.23489722 | 132.001 | 27.001 | — | 3 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.5 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
9100 BRKEY
9472 NBI No.
9472 On Under
1 Structure No.
3916R0258 X Control No.
016 Lane Ind.
Milepoint
02580 Facility Carried
S.H. 1 Feature Intersected
BUFFALO CREEK OVERFLOW Division
02 County
077 Location
2.58 E JCT SH-2 Sufficiency
55.5 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1940 ADT Total
2100 ADT Year
2017 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
132.001 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.502 HS Inv. Rating Method
1 HS Inv. Method
29.101 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2037 Bypass Detour
31.689931 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
09472 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft. - 50ft. - 40ft. I-BEAM SK 30 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3916 0258 X H Index
76.1305 Latitude
34:43:52.53 Longitude
-95:14:05.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
044 NBI Text
09472 Vault Link
http://plansrv1/bridgemaintvault/b09472 GIS FO/SD
Meets Standards H Inv. Method
22.487 Latitude DD
34.73125833 Longitude DD
-95.23489722 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9100 x
-10601500.2642801 y
4127419.93254583 |
|||||||||||||||||||||||||||||||||||||
| 09660 | 7312 0842 X | 9660 | Wagoner | S.H. 51 | CREEK | 7312 0842 X | 2-10ft. X 8ft. X 84ft. R.C. BOX | 1941 | 35.970708 | -95.659725 | 22.966 | 0 | — | 2 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64 | 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) | B | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9090 BRKEY
9660 NBI No.
9660 On Under
1 Structure No.
7312 0842 X Control No.
012 Lane Ind.
Milepoint
08420 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
01 County
145 Location
8.6 MI SE TULSA CO Sufficiency
64 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 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
1941 ADT Total
16000 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
FG Appr. Roadway Width
72.001 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.48 HS Inv. Rating Method
1 HS Inv. Method
32.02 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25600 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
09660 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 8ft. X 84ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7312 0842 X H Index
95.6661 Latitude
35:58:14.55 Longitude
-95:39:35.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09660 Vault Link
http://plansrv1/bridgemaintvault/b09660 GIS FO/SD
Meets Standards H Inv. Method
17.8 Latitude DD
35.970708 Longitude DD
-95.659725 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9090 x
-10648791.8764246 y
4296591.58620504 |
|||||||||||||||||||||||||||||||||||||
| 09659 | 6810 0537 X | 9659 | Sequoyah | U.S. 64 | WOLF CREEK | 6810 0537 X | (2) 10ft. X 8ft. X 71.5ft. LONG RCB | 1941 | 35.42221667 | -94.70688611 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9089 BRKEY
9659 NBI No.
9659 On Under
1 Structure No.
6810 0537 X Control No.
010 Lane Ind.
Milepoint
05370 Facility Carried
U.S. 64 Feature Intersected
WOLF CREEK Division
01 County
135 Location
5.37 E JCT US-59 Sufficiency
98.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 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
1941 ADT Total
2900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
40 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
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
68.5 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
6 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
09659 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 71.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 0537 X H Index
66.049 Latitude
35:25:19.98 Longitude
-94:42:24.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-0537 NBI Text
09659 Vault Link
http://plansrv1/bridgemaintvault/b09659 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
35.42221667 Longitude DD
-94.70688611 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9089 x
-10542722.3363818 y
4221407.76751196 |
|||||||||||||||||||||||||||||||||||||
| 09658 | 4040 0525 X | 9658 | Le Flore | S.H. 63 | CREEK | 4040 0525 X | (3) 8ft. X 6ft. X 42ft. RCB | 1941 | 34.72423333 | -94.95898889 | 28 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9088 BRKEY
9658 NBI No.
9658 On Under
1 Structure No.
4040 0525 X Control No.
040 Lane Ind.
Milepoint
05250 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
5.25 E JCT US-271 Sufficiency
90.7 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
28 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 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
47.5 HS Inv. Rating Method
1 HS Inv. Method
28.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
4.97097 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
09658 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 6ft. X 42ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0525 X H Index
98.02 Latitude
34:43:27.24 Longitude
-94:57:32.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
115 NBI Text
09658 Vault Link
http://plansrv1/bridgemaintvault/b09658 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
34.72423333 Longitude DD
-94.95898889 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9088 x
-10570786.2894789 y
4126468.41822821 |
|||||||||||||||||||||||||||||||||||||
| 09657 | 4040 0478 X | 9657 | Le Flore | S.H. 63 | CREEK | 4040 0478 X | (2) 10ft. X 4ft. X 36ft. RCB | 1941 | 34.72424722 | -94.96720556 | 30 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9087 BRKEY
9657 NBI No.
9657 On Under
1 Structure No.
4040 0478 X Control No.
040 Lane Ind.
Milepoint
04780 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
4.78 E JCT US-271 Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 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
1941 ADT Total
2200 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
30 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.4 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
4.97097 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
09657 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 4ft. X 36ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0478 X H Index
100 Latitude
34:43:27.29 Longitude
-94:58:01.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
113 NBI Text
09657 Vault Link
http://plansrv1/bridgemaintvault/b09657 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
34.72424722 Longitude DD
-94.96720556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9087 x
-10571700.9649993 y
4126470.29950556 |
|||||||||||||||||||||||||||||||||||||
| 09656 | 7708 0394 X | 9656 | Woodward | S.H. 15 | CREEK | 7708 0394 X | 2-10ft.X 5ft.X 90.1 ft. R.C.B | 1941 | 36.411806 | -99.545261 | 22.966 | 86.499 | — | 2 | 0 | 2 | 84.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.8 | 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) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9086 BRKEY
9656 NBI No.
9656 On Under
1 Structure No.
7708 0394 X Control No.
008 Lane Ind.
Milepoint
03940 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
153 Location
3.9 MI NE ELLIS CO Sufficiency
78.8 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35.761 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
1941 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
84.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
86.499 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
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.683 HS Inv. Rating Method
1 HS Inv. Method
26.455 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
09656 ODOT County
77 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 5ft.X 90.1 ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7708 0394 X H Index
92.9944 Latitude
36:24:42.5 Longitude
-99:32:42.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09656 Vault Link
http://plansrv1/bridgemaintvault/b09656 GIS FO/SD
Meets Standards H Inv. Method
16.535 Latitude DD
36.411806 Longitude DD
-99.545261 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
9086 x
-11081327.7654035 y
4357434.19811013 |
|||||||||||||||||||||||||||||||||||||
| 09655 | 1670R0353 X | 9655 | Comanche | S.H. 115 | RANCH CREEK | 1670R0353 X | 20ft. CONC SLAB SPAN | 1941 | 34.797125 | -98.59730833 | 20.013 | 20 | — | 1 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.9 | Critical (2) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 170 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
9085 BRKEY
9655 NBI No.
9655 On Under
1 Structure No.
1670R0353 X Control No.
070 Lane Ind.
Milepoint
03530 Facility Carried
S.H. 115 Feature Intersected
RANCH CREEK Division
07 County
031 Location
1.9 MI N & W MEERS Sufficiency
44.9 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 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
1941 ADT Total
170 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
20 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
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
20.013 Deck Width
20 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
10.913 HS Inv. Rating Method
2 HS Inv. Method
10.913 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
150 Future ADT Year
2017 Bypass Detour
24.854848 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
09655 ODOT County
16 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
20ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1670R0353 X H Index
100 Latitude
34:47:49.65 Longitude
-98:35:50.31 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 115 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
96-16 NBI Text
09655 Vault Link
http://plansrv1/bridgemaintvault/b09655 GIS FO/SD
Meets Standards H Inv. Method
3.968 Latitude DD
34.797125 Longitude DD
-98.59730833 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9085 x
-10975802.156883 y
4136345.30542397 |
|||||||||||||||||||||||||||||||||||||
| 09654 | 4040 0316 X | 9654 | Le Flore | S.H. 63 | CREEK | 4040 0316 X | (2) 10ft. X 5ft. X 36ft. RCB SK 30° | 1941 | 34.724275 | -94.99591944 | 26.6 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9066 BRKEY
9654 NBI No.
9654 On Under
1 Structure No.
4040 0316 X Control No.
040 Lane Ind.
Milepoint
03160 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
3.16 E JCT US-271 Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 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
1941 ADT Total
2200 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
26.6 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.4 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09654 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 5ft. X 36ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0316 X H Index
98.02 Latitude
34:43:27.39 Longitude
-94:59:45.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
112 NBI Text
09654 Vault Link
http://plansrv1/bridgemaintvault/b09654 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
34.724275 Longitude DD
-94.99591944 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9066 x
-10574897.3794996 y
4126474.06206121 |
|||||||||||||||||||||||||||||||||||||
| 09653 | 1217 0065 X | 9653 | Choctaw | S.H. 109 | POINTER CREEK | 1217 0065 X | (2) 10ft. X 5ft. X 45ft. RCB | 1941 | 34.01764444 | -95.86909722 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.8 | Fair (5) | 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 | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
9065 BRKEY
9653 NBI No.
9653 On Under
1 Structure No.
1217 0065 X Control No.
017 Lane Ind.
Milepoint
00650 Facility Carried
S.H. 109 Feature Intersected
POINTER CREEK Division
02 County
023 Location
0.65 S JCT US-70 Sufficiency
79.8 Kind Hwy
3 Level Service
1 Route No.
00109 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.001 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
1941 ADT Total
500 ADT Year
2022 Design Load
H 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
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 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
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
27.961703 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
09653 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
(2) 10ft. X 5ft. X 45ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1217 0065 X H Index
98.2447 Latitude
34:01:03.52 Longitude
-95:52:08.75 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
033 NBI Text
09653 Vault Link
http://plansrv1/bridgemaintvault/b09653 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.01764444 Longitude DD
-95.86909722 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9065 x
-10672099.0853412 y
4031171.4894694 |
|||||||||||||||||||||||||||||||||||||
| 09462 | 1912R0663 X | 9462 | Creek | S.H. 48 | WEST FORK SAND CREEK | 1912 0663 X | 40ft. 50ft. 30ft. I-BM Spa | 1940 | 35.73533056 | -96.38711944 | 123.031 | 26.903 | — | 3 | 45 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.1 | Poor (4) | 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 | 1400 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
9054 BRKEY
9462 NBI No.
9462 On Under
1 Structure No.
1912R0663 X Control No.
012 Lane Ind.
Milepoint
06630 Facility Carried
S.H. 48 Feature Intersected
WEST FORK SAND CREEK Division
08 County
037 Location
6.6 MI N OKFUSKEE C/L Sufficiency
34.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1940 ADT Total
1400 ADT Year
2007 Design Load
H 15 Skew
45 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
123.031 Deck Width
26.903 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
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.163 HS Inv. Rating Method
1 HS Inv. Method
29.542 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2027 Bypass Detour
54.680665 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
09462 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft. 50ft. 30ft. I-BM Spa Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1912 0663 X H Index
73.524 Latitude
35:44:07.19 Longitude
-96:23:13.63 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09462 Vault Link
http://plansrv1/bridgemaintvault/b09462 GIS FO/SD
SD H Inv. Method
18.298 Latitude DD
35.73533056 Longitude DD
-96.38711944 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9054 x
-10729765.0550912 y
4264264.112327 |
|||||||||||||||||||||||||||||||||||||
| 09461 | 7104R0448 X | 9461 | Tillman | U.S. 70 | BOTTLE CREEK | 7104 0448 X | 3-40ft. I-BEAM SPANS | 1940 | 34.247189 | -99.054956 | 121.063 | 27.001 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.7 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 520 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
9053 BRKEY
9461 NBI No.
9461 On Under
1 Structure No.
7104R0448 X Control No.
004 Lane Ind.
Milepoint
04480 Facility Carried
U.S. 70 Feature Intersected
BOTTLE CREEK Division
05 County
141 Location
1.0 MI E JCT U.S. 183 Sufficiency
69.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 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
1940 ADT Total
520 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.454 HS Inv. Rating Method
1 HS Inv. Method
32.628 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2038 Bypass Detour
29.825817 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
09461 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7104 0448 X H Index
77.5882 Latitude
34:14:49.88 Longitude
-99:03:17.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09461 Vault Link
http://plansrv1/bridgemaintvault/b09461 GIS FO/SD
Meets Standards H Inv. Method
23.149 Latitude DD
34.247189 Longitude DD
-99.054956 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9053 x
-11026747.2624701 y
4062041.96035873 |
|||||||||||||||||||||||||||||||||||||
| 09460 | 5826R0327 X | 9460 | Ottawa | S.H. 10 C | LOST CREEK | 5826 0327 X | 30ft.-60ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1940 | 36.86986389 | -94.63868611 | 121.063 | 31.001 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4200 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
9052 BRKEY
9460 NBI No.
9460 On Under
1 Structure No.
5826R0327 X Control No.
026 Lane Ind.
Milepoint
03270 Facility Carried
S.H. 10 C Feature Intersected
LOST CREEK Division
08 County
115 Location
3.3 MI E SH10 Sufficiency
30 Kind Hwy
3 Level Service
1 Route No.
0010C Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 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
1940 ADT Total
4200 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.8 HS Inv. Rating Method
1 HS Inv. Method
29.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2034 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09460 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-60ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5826 0327 X H Index
52.9339 Latitude
36:52:11.51 Longitude
-94:38:19.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 C Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09460 Vault Link
http://plansrv1/bridgemaintvault/b09460 GIS FO/SD
SD H Inv. Method
20.1 Latitude DD
36.86986389 Longitude DD
-94.63868611 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
9052 x
-10535130.3471096 y
4420982.9816719 |
|||||||||||||||||||||||||||||||||||||
| 09549 | 2312R1123 X | 9549 | Ellis | U.S. 283 | WOLF CREEK | 2312 1123 X | 33-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1940 | 36.30094167 | -99.88277778 | 1321.001 | 28.999 | — | 33 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 19 | Serious (3) | Serious (3) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 970 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
9033 BRKEY
9549 NBI No.
9549 On Under
1 Structure No.
2312R1123 X Control No.
012 Lane Ind.
Milepoint
11230 Facility Carried
U.S. 283 Feature Intersected
WOLF CREEK Division
06 County
045 Location
1.9 MI N SH15 Sufficiency
19 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 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
1940 ADT Total
970 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
33 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
1321.001 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.942 HS Inv. Rating Method
1 HS Inv. Method
37.699 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1552 Future ADT Year
2028 Bypass Detour
51.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
09549 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
33-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2312 1123 X H Index
37.1787 Latitude
36:18:03.39 Longitude
-99:52:58 I257A
_ I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09549 Vault Link
http://plansrv1/bridgemaintvault/b09549 GIS FO/SD
SD H Inv. Method
26.676 Latitude DD
36.30094167 Longitude DD
-99.88277778 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9033 x
-11118899.9614873 y
4342109.88546646 |
|||||||||||||||||||||||||||||||||||||
| 09548 | 5228R0778 X | 9548 | Noble | U.S. 177 | SALT FORK ARKANSAS RIVER | 5228R0778 X | 2-210ft. HIGH TRUSS & 4-100ft. PONY TRUSS SPANS WITH 2-18ft. SAFETY CURBS | 1901 | 36.57666667 | -97.07666667 | 833.99 | 27.7 | — | 6 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 22.5 | Poor (4) | Imminent failure (1) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
9032 BRKEY
9548 NBI No.
9548 On Under
1 Structure No.
5228R0778 X Control No.
028 Lane Ind.
Milepoint
07780 Facility Carried
U.S. 177 Feature Intersected
SALT FORK ARKANSAS RIVER Division
04 County
103 Location
8 MI N JCT SH15 W Sufficiency
22.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 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
1901 ADT Total
3400 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
833.99 Deck Width
27.7 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
1 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3200 Future ADT Year
2017 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09548 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-210ft. HIGH TRUSS & 4-100ft. PONY TRUSS SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5228R0778 X H Index
100 Latitude
36:34:36 Longitude
-97:04:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09548 Vault Link
http://plansrv1/bridgemaintvault/b09548 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
36.57666667 Longitude DD
-97.07666667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
9032 x
-10806525.1016127 y
4380262.70666532 |
|||||||||||||||||||||||||||||||||||||
| 08724 | 3712 1587 X | 8724 | Kingfisher | S.H. 51 | CREEK | 3712 1587 X | 3-10ft. X 3ft. X 112.3ft. R.C. B. WITH APRONS | 1940 | 36.11681389 | -97.9304 | 31.663 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.8 | Fair (5) | 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 | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
8370 BRKEY
8724 NBI No.
8724 On Under
1 Structure No.
3712 1587 X Control No.
012 Lane Ind.
Milepoint
15870 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
073 Location
1.8 MI W JCT US 81 Sufficiency
74.8 Kind Hwy
3 Level Service
1 Route No.
00051 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
07 - Major Collector (Rural) Year Built
1940 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
31.663 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
38.4 HS Inv. Rating Method
3 HS Inv. Method
23 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4480 Future ADT Year
2042 Bypass Detour
44.739887 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
08724 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 3ft. X 112.3ft. R.C. B. WITH APRONS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3712 1587 X H Index
99.6149 Latitude
36:07:00.53 Longitude
-97:55:49.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
08724 Vault Link
http://plansrv1/bridgemaintvault/b08724 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
36.11681389 Longitude DD
-97.9304 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
8370 x
-10901562.2611816 y
4316706.71058184 |
|||||||||||||||||||||||||||||||||||||
| 08723 | 6912 1511 X | 8723 | Stephens | S.H. 29 | CREEK | 6912 1511 X | 3-10ft. X 6ft. X 30ft. R.C. BOX | 1940 | 34.63776389 | -97.69688056 | 34.101 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
8369 BRKEY
8723 NBI No.
8723 On Under
1 Structure No.
6912 1511 X Control No.
012 Lane Ind.
Milepoint
15110 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
07 County
137 Location
5.6 MI W JCT SH 76 Sufficiency
70.6 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.101 Deck Width
32.001 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
47.2 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
08723 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 6ft. X 30ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6912 1511 X H Index
100 Latitude
34:38:15.95 Longitude
-97:41:48.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22 NBI Text
08723 Vault Link
http://plansrv1/bridgemaintvault/b08723 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.63776389 Longitude DD
-97.69688056 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
8369 x
-10875566.9960305 y
4114763.01630721 |
|||||||||||||||||||||||||||||||||||||
| 08722 | 2712 1511 X | 8722 | Grant | S.H. 11 | CREEK | 2712 1511 X | 3-10ft. X 5ft. X 60ft. R.C.BOX | 1940 | 36.81059444 | -97.835175 | 32.119 | 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) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
8368 BRKEY
8722 NBI No.
8722 On Under
1 Structure No.
2712 1511 X Control No.
012 Lane Ind.
Milepoint
15110 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
053 Location
5.1 MI E JCT SH 11A Sufficiency
80.3 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
1100 ADT Year
2022 Design Load
H 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
32.119 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
08722 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 5ft. X 60ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2712 1511 X H Index
74.2742 Latitude
36:48:38.14 Longitude
-97:50:06.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
08722 Vault Link
http://plansrv1/bridgemaintvault/b08722 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.81059444 Longitude DD
-97.835175 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
8368 x
-10890961.8626708 y
4412738.87522111 |