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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 17116 | 7329T2450 X | 17116 | Wagoner | MUSKOGEE TP | CREEK | 7329T2450 X | 2-12ft. X 8ft. X 310ft. R.C.B. SK 60 LF. | 1968 | 35.85394167 | -95.42599167 | 28.871 | 312.001 | — | 2 | 30 | 4 | 310 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16829 BRKEY
17116 NBI No.
17116 On Under
1 Structure No.
7329T2450 X Control No.
029 Lane Ind.
Milepoint
24500 Facility Carried
MUSKOGEE TP Feature Intersected
CREEK Division
01 County
145 Location
T.P NO 24.50 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
310 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
28.871 Deck Width
312.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
163.9 HS Inv. Rating Method
0 HS Inv. Method
98.1 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
26880 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17116 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 8ft. X 310ft. R.C.B. SK 60 LF. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2450 X H Index
98.68 Latitude
35:51:14.19 Longitude
-95:25:33.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.50 NBI Text
17116 Vault Link
http://plansrv1/bridgemaintvault/b17116 GIS FO/SD
Meets Standards H Inv. Method
56.6 Latitude DD
35.85394167 Longitude DD
-95.42599167 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16829 x
-10622772.8011476 y
4280542.53762811 |
|||||||||||||||||||||||||||||||||||||
| 17115 | 7329T2410 X | 17115 | Wagoner | MUSKOGEE TP | CREEK | 7329T2410 X | 2-10ft. X 8ft. X 109ft. RCB | 1968 | 35.856275 | -95.43278611 | 20.997 | 111.001 | — | 2 | 0 | 4 | 108.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16828 BRKEY
17115 NBI No.
17115 On Under
1 Structure No.
7329T2410 X Control No.
029 Lane Ind.
Milepoint
24100 Facility Carried
MUSKOGEE TP Feature Intersected
CREEK Division
01 County
145 Location
T.P. NO 24.07 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
108.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
111.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
144.7 HS Inv. Rating Method
0 HS Inv. Method
86.7 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
26880 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17115 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 109ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2410 X H Index
98.68 Latitude
35:51:22.59 Longitude
-95:25:58.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.07 NBI Text
17115 Vault Link
http://plansrv1/bridgemaintvault/b17115 GIS FO/SD
Meets Standards H Inv. Method
62.4 Latitude DD
35.856275 Longitude DD
-95.43278611 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16828 x
-10623529.1547486 y
4280863.01245239 |
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| 17028 | 6216R1289NX | 17028 | Pontotoc | S.H. 19 | BIG SANDY CREEK | 6216 1289NX | 60ft. (80ft.-100ft.-80ft. CONTINUOUS | 1967 | 34.77952222 | -96.71041111 | 381.9 | 32.799 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.5 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8350 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
16827 BRKEY
17028 NBI No.
17028 On Under
1 Structure No.
6216R1289NX Control No.
016 Lane Ind.
N Milepoint
12890 Facility Carried
S.H. 19 Feature Intersected
BIG SANDY CREEK Division
03 County
123 Location
1E JCT S.H. 3W Sufficiency
33.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
8350 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
37.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
381.9 Deck Width
32.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.312 HS Inv. Rating Method
1 HS Inv. Method
35.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13360 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17028 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
60ft. (80ft.-100ft.-80ft. CONTINUOUS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6216 1289NX H Index
89.3275 Latitude
34:46:46.28 Longitude
-96:42:37.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17028 Vault Link
http://plansrv1/bridgemaintvault/b17028 GIS FO/SD
SD H Inv. Method
19.401 Latitude DD
34.77952222 Longitude DD
-96.71041111 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16827 x
-10765753.7191733 y
4133959.31389679 |
|||||||||||||||||||||||||||||||||||||
| 17026 | 0230 0137 X | 17026 | Alfalfa | S.H. 58 | MEDICINE CREEK | 0230 0137 X | 310ft. CONT. I GIRD BR | 1967 | 36.89875 | -98.33477222 | 310.039 | 33.399 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.3 | Fair (5) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16825 BRKEY
17026 NBI No.
17026 On Under
1 Structure No.
0230 0137 X Control No.
030 Lane Ind.
Milepoint
01370 Facility Carried
S.H. 58 Feature Intersected
MEDICINE CREEK Division
06 County
003 Location
1.3 MI.E.OF JCT.SH8 Sufficiency
63.3 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.501 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.999 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
4 - Steel Continuous Design
02 Length
310.039 Deck Width
33.399 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
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N 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
41.2 HS Inv. Rating Method
1 HS Inv. Method
21.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
26.09759 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
17026 ODOT County
02 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
2.598 Rt. Curb SW
2.598 Description
310ft. CONT. I GIRD BR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0230 0137 X H Index
96.024 Latitude
36:53:55.5 Longitude
-98:20:05.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
8 NBI Text
17026 Vault Link
http://plansrv1/bridgemaintvault/b17026 GIS FO/SD
Meets Standards H Inv. Method
12.1 Latitude DD
36.89875 Longitude DD
-98.33477222 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16825 x
-10946576.7708029 y
4425003.22399698 |
|||||||||||||||||||||||||||||||||||||
| 17025 | 4607R1996SX | 17025 | McIntosh | I-40 EB | U.S. 69 BUS & UP RR UND | 4607 1996SX | 43ft. - (4) 54ft. CONTINUOUS - 43ft. PLATE GIRDER SK 20° | 1967 | 35.457578 | -95.529164 | 306.001 | 50.699 | — | 6 | 21 | 3 | 47.5 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.9 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6300 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
16824 BRKEY
17025 NBI No.
17025 On Under
1 Structure No.
4607R1996SX Control No.
007 Lane Ind.
S Milepoint
19960 Facility Carried
I-40 EB Feature Intersected
U.S. 69 BUS & UP RR UND Division
01 County
091 Location
0.9 E JCT US-69 Sufficiency
66.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
47.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
6300 ADT Year
2019 Design Load
HS 20 Skew
21 No. Main Spans
6 Road Width
47.5 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
306.001 Deck Width
50.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2039 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2304 Min Measured Clearance
2301 NBI Rating
17025 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
2.201 Description
43ft. - (4) 54ft. CONTINUOUS - 43ft. PLATE GIRDER SK 20° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4607 1996SX H Index
63.8472 Latitude
35:27:27.28 Longitude
-95:31:44.99 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-1996S NBI Text
17025 Vault Link
http://plansrv1/bridgemaintvault/b17025 GIS FO/SD
SD H Inv. Method
25 Latitude DD
35.457578 Longitude DD
-95.529164 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16824 x
-10634257.8923871 y
4226239.3476601 |
|||||||||||||||||||||||||||||||||||||
| 17024 | 4607R1996NX | 17024 | McIntosh | I-40 WB | U.S. 69 BUS & UP RR UND | 4607 1996NX | 43ft. - (4) 54ft. CONTINUOUS - 43ft. PLATE GIRDER SK 20° | 1967 | 35.457989 | -95.527856 | 306.001 | 50.699 | — | 6 | 21 | 3 | 47.5 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.1 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 6300 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
16823 BRKEY
17024 NBI No.
17024 On Under
1 Structure No.
4607R1996NX Control No.
007 Lane Ind.
N Milepoint
19960 Facility Carried
I-40 WB Feature Intersected
U.S. 69 BUS & UP RR UND Division
01 County
091 Location
0.9 E JCT US-69 Sufficiency
64.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
47.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
6300 ADT Year
2018 Design Load
HS 20 Skew
21 No. Main Spans
6 Road Width
47.5 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
306.001 Deck Width
50.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.8 HS Inv. Rating Method
1 HS Inv. Method
31.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 Future ADT Year
2038 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2303 Min Measured Clearance
2300 NBI Rating
17024 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
2.201 Description
43ft. - (4) 54ft. CONTINUOUS - 43ft. PLATE GIRDER SK 20° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4607 1996NX H Index
62.8592 Latitude
35:27:28.76 Longitude
-95:31:40.28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-1996N NBI Text
17024 Vault Link
http://plansrv1/bridgemaintvault/b17024 GIS FO/SD
SD H Inv. Method
22.8 Latitude DD
35.457989 Longitude DD
-95.527856 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16823 x
-10634112.2864932 y
4226295.51694916 |
|||||||||||||||||||||||||||||||||||||
| 17023 | 2546 0474 X | 17023 | Garvin | E1685 | I-35 UNDER | 2546 0474 X | 35ft.(80ft.-76ft.-80ft.CONT. | 1967 | 34.572083 | -97.199628 | 309.055 | 42.201 | — | 3 | 19 | 2 | 40.026 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | A | 325 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16822 BRKEY
17023 NBI No.
17023 On Under
1 Structure No.
2546 0474 X Control No.
Lane Ind.
Milepoint
Facility Carried
E1685 Feature Intersected
I-35 UNDER Division
03 County
049 Location
4.8 MI N MURRAY C/L Sufficiency
91.3 Kind Hwy
4 Level Service
1 Route No.
E1685 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
22.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1967 ADT Total
325 ADT Year
2022 Design Load
HS 20 Skew
19 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
H Underclearance Right
30.512 Underclearance Left
19.029 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
309.055 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
520 Future ADT Year
2042 Bypass Detour
16.777022 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
17023 ODOT County
25 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.(80ft.-76ft.-80ft.CONT. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 0474 X H Index
100 Latitude
34:34:19.5 Longitude
-97:11:58.66 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
E1685 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17023 Vault Link
http://plansrv1/bridgemaintvault/b17023 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
34.572083 Longitude DD
-97.199628 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
16822 x
-10820213.0942556 y
4105879.92260826 |
|||||||||||||||||||||||||||||||||||||
| 16932 | 6925 0310 X | 16932 | Stephens | S.H. 7 | COW CREEK | 6925 0310 X | (12ft.-14ft.-14ft.-12ft.) X 14ft. X 159ft. R.C. BOX SK. 43 DEG. 51ft.30ft. WITH 4ft. CURTAIN | 1967 | 34.48333333 | -97.92125278 | 82.999 | 0 | — | 4 | 46 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 58.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16820 BRKEY
16932 NBI No.
16932 On Under
1 Structure No.
6925 0310 X Control No.
025 Lane Ind.
Milepoint
03100 Facility Carried
S.H. 7 Feature Intersected
COW CREEK Division
07 County
137 Location
3.1 MI E JCT US 81 Sufficiency
58.5 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
77.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
46 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
82.999 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
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
54.700002 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
16932 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-14ft.-12ft.) X 14ft. X 159ft. R.C. BOX SK. 43 DEG. 51ft.30ft. WITH 4ft. CURTAIN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 0310 X H Index
97.8108 Latitude
34:29:00 Longitude
-97:55:16.51 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
56 NBI Text
16932 Vault Link
http://plansrv1/bridgemaintvault/b16932 GIS FO/SD
Meets Standards H Inv. Method
40.8 Latitude DD
34.48333333 Longitude DD
-97.92125278 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16820 x
-10900543.997309 y
4093888.00191216 |
|||||||||||||||||||||||||||||||||||||
| 16929 | 1512R1856 X | 16929 | Coal | S.H. 31 | CREEK | 1512R1856 X | 20ft.-30ft.-20ft. I-BM. SPANS SK.60 DEG. W/ TIMBER DECK & BENTS | 1967 | 34.75 | -96.11 | 74.147 | 23.701 | — | 3 | 30 | 2 | 22.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.6 | Critical (2) | Good (7) | Not applicable (N) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 200 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
16817 BRKEY
16929 NBI No.
16929 On Under
1 Structure No.
1512R1856 X Control No.
012 Lane Ind.
Milepoint
18560 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
03 County
029 Location
18.3 MI NE US75 Sufficiency
25.6 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1967 ADT Total
200 ADT Year
1999 Design Load
Other or Unknown Skew
30 No. Main Spans
3 Road Width
22.7 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
74.147 Deck Width
23.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
N Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
7.937 HS Inv. Rating Method
2 HS Inv. Method
7.937 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
250 Future ADT Year
2017 Bypass Detour
42.253241 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
16929 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.-30ft.-20ft. I-BM. SPANS SK.60 DEG. W/ TIMBER DECK & BENTS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1512R1856 X H Index
100 Latitude
34:45:00 Longitude
-96:06:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 31 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
16929 Vault Link
http://plansrv1/bridgemaintvault/b16929 GIS FO/SD
Meets Standards H Inv. Method
5.952 Latitude DD
34.75 Longitude DD
-96.11 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16817 x
-10698916.2601415 y
4129958.8290287 |
|||||||||||||||||||||||||||||||||||||
| 16928 | 3842 0462 X | 16928 | Kiowa | S.H. 19 | CREEK | 3842 0462 X | 4-15ft. X 10ft. X 53ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1967 | 34.89900833 | -98.78512778 | 74.147 | 55 | — | 4 | 30 | 2 | 53.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | 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 | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16816 BRKEY
16928 NBI No.
16928 On Under
1 Structure No.
3842 0462 X Control No.
042 Lane Ind.
Milepoint
04620 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
4.6 MI E S.H. 54 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 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
1967 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
53.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
74.147 Deck Width
55 Bridge Open Closed
A TSF Rail
N TSF Transition
N 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
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.47 HS Inv. Rating Method
3 HS Inv. Method
30.34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16928 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-15ft. X 10ft. X 53ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3842 0462 X H Index
67 Latitude
34:53:56.43 Longitude
-98:47:06.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16928 Vault Link
http://plansrv1/bridgemaintvault/b16928 GIS FO/SD
Meets Standards H Inv. Method
17.74 Latitude DD
34.89900833 Longitude DD
-98.78512778 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16816 x
-10996710.1224181 y
4150165.23484155 |
|||||||||||||||||||||||||||||||||||||
| 17210 | 1626 1521 X | 17210 | Comanche | S.H. 36 | SNAKE CREEK | 1626 1521 X | 3-35ft. I-BM. SPANS | 1968 | 34.50753333 | -98.43144167 | 105.971 | 41.995 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16815 BRKEY
17210 NBI No.
17210 On Under
1 Structure No.
1626 1521 X Control No.
026 Lane Ind.
Milepoint
15210 Facility Carried
S.H. 36 Feature Intersected
SNAKE CREEK Division
07 County
031 Location
1.0 MI.W.JCT.US277 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1968 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
105.971 Deck Width
41.995 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
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17210 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-35ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1626 1521 X H Index
96.4964 Latitude
34:30:27.12 Longitude
-98:25:53.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
077 NBI Text
17210 Vault Link
http://plansrv1/bridgemaintvault/b17210 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.50753333 Longitude DD
-98.43144167 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16815 x
-10957337.9647522 y
4097156.65688275 |
|||||||||||||||||||||||||||||||||||||
| 17209 | 7329T1180 X | 17209 | Wagoner | MUSKOGEE TP | CREEK | 7329T1180 X | 100ft. PC BEAM SPAN | 1968 | 35.96298056 | -95.59133333 | 102.034 | 87.999 | — | 1 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 19800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16814 BRKEY
17209 NBI No.
17209 On Under
1 Structure No.
7329T1180 X Control No.
029 Lane Ind.
Milepoint
11800 Facility Carried
MUSKOGEE TP Feature Intersected
CREEK Division
01 County
145 Location
11.93 MI'S SE JCT SH51 Sufficiency
80 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
86.001 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
19800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.034 Deck Width
87.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.1 HS Inv. Rating Method
1 HS Inv. Method
51.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31680 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17209 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1180 X H Index
83.7009 Latitude
35:57:46.73 Longitude
-95:35:28.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.93 NBI Text
17209 Vault Link
http://plansrv1/bridgemaintvault/b17209 GIS FO/SD
Meets Standards H Inv. Method
42.2 Latitude DD
35.96298056 Longitude DD
-95.59133333 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16814 x
-10641178.5505457 y
4295528.74905024 |
|||||||||||||||||||||||||||||||||||||
| 17208 | 4405 1038EX | 17208 | McClain | I-35 | S.H. 39 UNDER | 4405 1038EX | 30ft.-47ft.-30ft. I-BM. SP | 1968 | 34.998506 | -97.374806 | 107.94 | 39.698 | — | 3 | 8 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.8 | Poor (4) | Satisfactory (6) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16813 BRKEY
17208 NBI No.
17208 On Under
1 Structure No.
4405 1038EX Control No.
005 Lane Ind.
E Milepoint
10380 Facility Carried
I-35 Feature Intersected
S.H. 39 UNDER Division
03 County
087 Location
JCT I-35 & SH 39 Sufficiency
66.8 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
14950 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
2.953 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
107.94 Deck Width
39.698 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17208 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-47ft.-30ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1038EX H Index
88.8854 Latitude
34:59:54.62 Longitude
-97:22:29.3 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17208 Vault Link
http://plansrv1/bridgemaintvault/b17208 GIS FO/SD
FOSD H Inv. Method
27 Latitude DD
34.998506 Longitude DD
-97.374806 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16813 x
-10839713.8200138 y
4163678.11728535 |
|||||||||||||||||||||||||||||||||||||
| 17207 | 4405 1038WX | 17207 | McClain | I-35 | S.H. 39 UNDER | 4405 1038WX | 30ft.-47ft.-30ft. I-BM. SP | 1968 | 34.998506 | -97.375172 | 107.94 | 39.698 | — | 3 | 8 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.9 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16812 BRKEY
17207 NBI No.
17207 On Under
1 Structure No.
4405 1038WX Control No.
005 Lane Ind.
W Milepoint
10380 Facility Carried
I-35 Feature Intersected
S.H. 39 UNDER Division
03 County
087 Location
JCT I-35 & SH 39 Sufficiency
82.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
15100 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
2.953 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
107.94 Deck Width
39.698 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17207 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-47ft.-30ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1038WX H Index
89.1613 Latitude
34:59:54.62 Longitude
-97:22:30.62 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17207 Vault Link
http://plansrv1/bridgemaintvault/b17207 GIS FO/SD
FO H Inv. Method
27 Latitude DD
34.998506 Longitude DD
-97.375172 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16812 x
-10839754.5629474 y
4163678.11728535 |
|||||||||||||||||||||||||||||||||||||
| 17206 | 1223T0500 X | 17206 | Choctaw | IND. NATION TP | NORTH FORK CREEK | 1223T0500 X | 100ft. PREST CONC BM SPAN | 1968 | 34.09505556 | -95.56916944 | 102.034 | 87.999 | — | 1 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16811 BRKEY
17206 NBI No.
17206 On Under
1 Structure No.
1223T0500 X Control No.
023 Lane Ind.
Milepoint
05000 Facility Carried
IND. NATION TP Feature Intersected
NORTH FORK CREEK Division
02 County
023 Location
99.3 MI'S S. JCT I-40 Sufficiency
99.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.034 Deck Width
87.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.2 HS Inv. Rating Method
1 HS Inv. Method
49.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17206 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1223T0500 X H Index
98.6074 Latitude
34:05:42.2 Longitude
-95:34:09.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
99.29 NBI Text
17206 Vault Link
http://plansrv1/bridgemaintvault/b17206 GIS FO/SD
Meets Standards H Inv. Method
43.5 Latitude DD
34.09505556 Longitude DD
-95.56916944 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16811 x
-10638711.2775969 y
4041572.81808017 |
|||||||||||||||||||||||||||||||||||||
| 17205 | 1626 0415 X | 17205 | Comanche | S.H. 36 | EAST PERSIMMON CREEK | 1626 0415 X | 3-35ft. PRESTRESSED CONC. BM. SPANS | 1968 | 34.446097 | -98.599319 | 105.971 | 41.995 | — | 3 | 0 | 2 | 38.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | 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 | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16810 BRKEY
17205 NBI No.
17205 On Under
1 Structure No.
1626 0415 X Control No.
026 Lane Ind.
Milepoint
04150 Facility Carried
S.H. 36 Feature Intersected
EAST PERSIMMON CREEK Division
07 County
031 Location
4.3 MI.NE. TILLMAN CL Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.03 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
1968 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
105.971 Deck Width
41.995 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17205 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-35ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1626 0415 X H Index
96.4179 Latitude
34:26:45.95 Longitude
-98:35:57.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
069 NBI Text
17205 Vault Link
http://plansrv1/bridgemaintvault/b17205 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.446097 Longitude DD
-98.599319 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16810 x
-10976025.9836435 y
4088860.40227527 |
|||||||||||||||||||||||||||||||||||||
| 17114 | 7329T2280 X | 17114 | Wagoner | MUSKOGEE TP | CREEK | 7329T2280 X | 2-12ft. X 10ft. X 146ft. R.C.B. SK. 60 RF | 1968 | 35.8641 | -95.45419722 | 28.871 | 127.001 | — | 2 | 30 | 4 | 125 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16809 BRKEY
17114 NBI No.
17114 On Under
1 Structure No.
7329T2280 X Control No.
029 Lane Ind.
Milepoint
22800 Facility Carried
MUSKOGEE TP Feature Intersected
CREEK Division
01 County
145 Location
T.P NO 22.73 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
125 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
28.871 Deck Width
127.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
160.7 HS Inv. Rating Method
0 HS Inv. Method
96.2 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
26880 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17114 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 10ft. X 146ft. R.C.B. SK. 60 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2280 X H Index
98.35 Latitude
35:51:50.76 Longitude
-95:27:15.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.73 NBI Text
17114 Vault Link
http://plansrv1/bridgemaintvault/b17114 GIS FO/SD
Meets Standards H Inv. Method
73.7 Latitude DD
35.8641 Longitude DD
-95.45419722 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16809 x
-10625912.6286111 y
4281937.81806496 |
|||||||||||||||||||||||||||||||||||||
| 17113 | 7329T2140 X | 17113 | Wagoner | MUSKOGEE TP | CREEK | 7329T2140 X | 2-10ft. X 10ft. X 119ft. R.C.B. | 1968 | 35.87635 | -95.47642222 | 20.997 | 121.001 | — | 2 | 0 | 4 | 118.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16808 BRKEY
17113 NBI No.
17113 On Under
1 Structure No.
7329T2140 X Control No.
029 Lane Ind.
Milepoint
21400 Facility Carried
MUSKOGEE TP Feature Intersected
CREEK Division
01 County
145 Location
T.P NO 21.33 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
118.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
121.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
137.1 HS Inv. Rating Method
0 HS Inv. Method
82.1 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
26880 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17113 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 119ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2140 X H Index
100 Latitude
35:52:34.86 Longitude
-95:28:35.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21.33 NBI Text
17113 Vault Link
http://plansrv1/bridgemaintvault/b17113 GIS FO/SD
Meets Standards H Inv. Method
59.6 Latitude DD
35.87635 Longitude DD
-95.47642222 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16808 x
-10628386.704294 y
4283620.63422384 |
|||||||||||||||||||||||||||||||||||||
| 17112 | 6135T1900 X | 17112 | Pittsburg | IND. NATION TP | CREEK | 6135T1900 X | 2-10ft. X 6ft. X 178ft. RC BOX SK60 RF | 1968 | 34.85576111 | -95.80732778 | 24.199 | 180 | — | 2 | 30 | 4 | 177.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16807 BRKEY
17112 NBI No.
17112 On Under
1 Structure No.
6135T1900 X Control No.
035 Lane Ind.
Milepoint
19000 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
121 Location
41.5 MI S OF I-40 Sufficiency
98.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
177.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
180 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17112 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 178ft. RC BOX SK60 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T1900 X H Index
99.67 Latitude
34:51:20.74 Longitude
-95:48:26.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
41.57 NBI Text
17112 Vault Link
http://plansrv1/bridgemaintvault/b17112 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.85576111 Longitude DD
-95.80732778 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16807 x
-10665222.9427339 y
4144296.89022321 |
|||||||||||||||||||||||||||||||||||||
| 17111 | 6106 1699 X | 17111 | Pittsburg | U.S. 270 | SANDY CREEK | 6106 1699 X | (2) 10ft. X 12ft. X 171ft. RCB SK 30° | 1968 | 34.94508056 | -95.80526111 | 26.601 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 7200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16806 BRKEY
17111 NBI No.
17111 On Under
1 Structure No.
6106 1699 X Control No.
006 Lane Ind.
Milepoint
16990 Facility Carried
U.S. 270 Feature Intersected
SANDY CREEK Division
02 County
121 Location
16.6 E HUGHES C/L Sufficiency
74.3 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1968 ADT Total
7200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
82.93 HS Inv. Rating Method
1 HS Inv. Method
49.75 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11520 Future ADT Year
2042 Bypass Detour
16.155651 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
17111 ODOT County
61 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 12ft. X 171ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6106 1699 X H Index
98.287 Latitude
34:56:42.29 Longitude
-95:48:18.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
044 NBI Text
17111 Vault Link
http://plansrv1/bridgemaintvault/b17111 GIS FO/SD
Meets Standards H Inv. Method
27.94 Latitude DD
34.94508056 Longitude DD
-95.80526111 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16806 x
-10664992.8820818 y
4156420.3138461 |
|||||||||||||||||||||||||||||||||||||
| 17110 | 1626 1224 X | 17110 | Comanche | S.H. 36 | CREEK | 1626 1224 X | 2-10ft.X 6ft.X 53ft. R.C.BOX SK.30 DEG. | 1968 | 34.50755556 | -98.48333333 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16805 BRKEY
17110 NBI No.
17110 On Under
1 Structure No.
1626 1224 X Control No.
026 Lane Ind.
Milepoint
12240 Facility Carried
S.H. 36 Feature Intersected
CREEK Division
07 County
031 Location
4.2 MI.W.JCT.US277 Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.03 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
1968 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.6 HS Inv. Rating Method
1 HS Inv. Method
48.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17110 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 53ft. R.C.BOX SK.30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1626 1224 X H Index
89.44 Latitude
34:30:27.2 Longitude
-98:29:00 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 36 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
076 NBI Text
17110 Vault Link
http://plansrv1/bridgemaintvault/b17110 GIS FO/SD
Meets Standards H Inv. Method
26.9 Latitude DD
34.50755556 Longitude DD
-98.48333333 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16805 x
-10963114.5179198 y
4097159.65988922 |
|||||||||||||||||||||||||||||||||||||
| 17109 | 1626 1179 X | 17109 | Comanche | S.H. 36 | CREEK | 1626 1179 X | 2-10ft.X 8ft.X 59ft. R.C.B | 1968 | 34.50753056 | -98.49178056 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16804 BRKEY
17109 NBI No.
17109 On Under
1 Structure No.
1626 1179 X Control No.
026 Lane Ind.
Milepoint
11790 Facility Carried
S.H. 36 Feature Intersected
CREEK Division
07 County
031 Location
4.4 MI.W.JCT.US277 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.03 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
1968 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.2 HS Inv. Rating Method
1 HS Inv. Method
48.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17109 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 59ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1626 1179 X H Index
93.7274 Latitude
34:30:27.11 Longitude
-98:29:30.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 36 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
075 NBI Text
17109 Vault Link
http://plansrv1/bridgemaintvault/b17109 GIS FO/SD
Meets Standards H Inv. Method
26.7 Latitude DD
34.50753056 Longitude DD
-98.49178056 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16804 x
-10964054.859262 y
4097156.28268902 |
|||||||||||||||||||||||||||||||||||||
| 17022 | 7278 1383 X | 17022 | Tulsa | I-244 EB | I-44 UNDER | 7278 1383 X | 42ft.,123ft.,79ft.,55ft.PLT | 1967 | 36.16138889 | -95.82638889 | 298.999 | 32.999 | — | 4 | 45 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 38900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16803 BRKEY
17022 NBI No.
17022 On Under
1 Structure No.
7278 1383 X Control No.
Lane Ind.
Milepoint
Facility Carried
I-244 EB Feature Intersected
I-44 UNDER Division
08 County
143 Location
2.4 MI E US 169 Sufficiency
64.9 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
38900 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
3 - Steel Design
02 Length
298.999 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.6 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
62240 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1703 Min Measured Clearance
1606 NBI Rating
17022 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.,123ft.,79ft.,55ft.PLT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1383 X H Index
98.1201 Latitude
36:09:41 Longitude
-95:49:35 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17022 Vault Link
http://plansrv1/bridgemaintvault/b17022 GIS FO/SD
FO H Inv. Method
19 Latitude DD
36.16138889 Longitude DD
-95.82638889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16803 x
-10667344.815793 y
4322851.01809886 |
|||||||||||||||||||||||||||||||||||||
| 17021 | 1406 1035 X | 17021 | Cleveland | S.H. 37 | I-35 UNDER | 1406 1035 X | 33ft.(41ft.-66ft.-66ft.-41ft. | 1967 | 35.33374167 | -97.49054444 | 287.073 | 58.071 | — | 4 | 0 | 4 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16802 BRKEY
17021 NBI No.
17021 On Under
1 Structure No.
1406 1035 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 37 Feature Intersected
I-35 UNDER Division
03 County
027 Location
9.4 MI N MCCLAIN C/L Sufficiency
80 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1967 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
13.123 Underclearance Left
13.78 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
287.073 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1803 Min Measured Clearance
1602 NBI Rating
17021 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.953 Rt. Curb SW
2.953 Description
33ft.(41ft.-66ft.-66ft.-41ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 1035 X H Index
69.818 Latitude
35:20:01.47 Longitude
-97:29:25.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 37 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17021 Vault Link
http://plansrv1/bridgemaintvault/b17021 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.33374167 Longitude DD
-97.49054444 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
16802 x
-10852597.7642198 y
4209328.30544772 |
|||||||||||||||||||||||||||||||||||||
| 17020 | 7209 0931 X | 17020 | Tulsa | PEDESTRIAN | I-244 UNDER | 7209 0931 X | 4-CONT CONC BOX GRDR | 1967 | 36.159342 | -95.937931 | 279.856 | 8.858 | — | 4 | 0 | 2 | 60 | 2 - Concrete Continuous | Box Beam or Girders — Single or Spread (06) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | K | 62600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16801 BRKEY
17020 NBI No.
17020 On Under
A Structure No.
7209 0931 X Control No.
009 Lane Ind.
Milepoint
09310 Facility Carried
PEDESTRIAN Feature Intersected
I-244 UNDER Division
08 County
143 Location
9.3 MI N JCT I-44 Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
3 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
60 Bridge System
K Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
62600 ADT Year
2022 Design Load
Pedestrian Skew
0 No. Main Spans
4 Road Width
60 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
2 - Concrete Continuous Design
06 Length
279.856 Deck Width
8.858 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
6 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
100160 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
2201 Max Measured Clearance
2200 Min Measured Clearance
1906 NBI Rating
17020 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-CONT CONC BOX GRDR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0931 X H Index
-1 Latitude
36:09:33.63 Longitude
-95:56:16.55 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-244 UNDER Scour
N Design Structure
6 - Box Beam or Girders - Single FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17020 Vault Link
http://plansrv1/bridgemaintvault/b17020 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.159342 Longitude DD
-95.937931 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16801 x
-10679761.6266802 y
4322568.79417776 |
|||||||||||||||||||||||||||||||||||||
| 17019 | 1406 1142 X | 17019 | Cleveland | 12TH ST. | I-35 UNDER | 1406 1142 X | 32ft.(41ft.-65ft.-65ft.-41ft. | 1967 | 35.34869722 | -97.49514444 | 277.887 | 58.071 | — | 4 | 0 | 4 | 49.869 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.3 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16800 BRKEY
17019 NBI No.
17019 On Under
1 Structure No.
1406 1142 X Control No.
Lane Ind.
Milepoint
Facility Carried
12TH ST. Feature Intersected
I-35 UNDER Division
03 County
027 Location
11.4 MI N MCCLAIN C/L Sufficiency
58.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.869 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1967 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
49.869 Ref. Underclearance Rt.
H Underclearance Right
13.123 Underclearance Left
6.89 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
49.869 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
277.887 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1608 Min Measured Clearance
1508 NBI Rating
17019 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.953 Rt. Curb SW
2.953 Description
32ft.(41ft.-65ft.-65ft.-41ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 1142 X H Index
88.6329 Latitude
35:20:55.31 Longitude
-97:29:42.52 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
12TH ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17019 Vault Link
http://plansrv1/bridgemaintvault/b17019 GIS FO/SD
FO H Inv. Method
18 Latitude DD
35.34869722 Longitude DD
-97.49514444 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16800 x
-10853109.8338775 y
4211369.25189155 |
|||||||||||||||||||||||||||||||||||||
| 17018 | 5308R1323 X | 17018 | Nowata | U.S. 169 | HICKORY CREEK | 5308 1323 X | 80ft.-100ft.-80ft. CONT. P | 1967 | 36.89338056 | -95.62890278 | 263.123 | 32.999 | — | 3 | 30 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 36.2 | Poor (4) | Poor (4) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4900 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
16799 BRKEY
17018 NBI No.
17018 On Under
1 Structure No.
5308R1323 X Control No.
008 Lane Ind.
Milepoint
13230 Facility Carried
U.S. 169 Feature Intersected
HICKORY CREEK Division
08 County
105 Location
13.5 MI N JCT US 60 Sufficiency
36.2 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
4900 ADT Year
2015 Design Load
HS 20 Skew
30 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
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
263.123 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.903 HS Inv. Rating Method
1 HS Inv. Method
32.298 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2035 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
17018 ODOT County
53 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
1.499 Rt. Curb SW
1.499 Description
80ft.-100ft.-80ft. CONT. P Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5308 1323 X H Index
67.8435 Latitude
36:53:36.17 Longitude
-95:37:44.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
17018 Vault Link
http://plansrv1/bridgemaintvault/b17018 GIS FO/SD
SD H Inv. Method
21.495 Latitude DD
36.89338056 Longitude DD
-95.62890278 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16799 x
-10645360.7625891 y
4424255.81374708 |
|||||||||||||||||||||||||||||||||||||
| 17017 | 6420 0135 X | 17017 | Pushmataha | S.H. 144 | BLACK FORK CREEK | 6420 0135 X | 80ft. - 100ft. - 80ft. CONTINUOUS PLATE GIRDER | 1967 | 34.48990833 | -95.26171389 | 264.101 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Good (7) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16798 BRKEY
17017 NBI No.
17017 On Under
1 Structure No.
6420 0135 X Control No.
020 Lane Ind.
Milepoint
01350 Facility Carried
S.H. 144 Feature Intersected
BLACK FORK CREEK Division
02 County
127 Location
1.35 E JCT US-271 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
264.101 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.
1 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 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
17017 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
1.499 Rt. Curb SW
1.499 Description
80ft. - 100ft. - 80ft. CONTINUOUS PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6420 0135 X H Index
72.4357 Latitude
34:29:23.67 Longitude
-95:15:42.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 144 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
086 NBI Text
17017 Vault Link
http://plansrv1/bridgemaintvault/b17017 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.48990833 Longitude DD
-95.26171389 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16798 x
-10604485.4823293 y
4094775.98270543 |
|||||||||||||||||||||||||||||||||||||
| 16927 | 7209 1124NX | 16927 | Tulsa | SHERIDAN RD. | I-244 WB UNDER | 7209 1124NX | 70ft. WLD PLT GRDR | 1967 | 36.163333 | -95.904722 | 72 | 80 | — | 1 | 0 | 5 | 64 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16797 BRKEY
16927 NBI No.
16927 On Under
1 Structure No.
7209 1124NX Control No.
Lane Ind.
Milepoint
Facility Carried
SHERIDAN RD. Feature Intersected
I-244 WB UNDER Division
08 County
143 Location
4.24 MI E JCT I 444 Sufficiency
96 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
64 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1967 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
64 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
72 Deck Width
80 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1805 Min Measured Clearance
1605 NBI Rating
16927 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
7 Rt. Curb SW
7 Description
70ft. WLD PLT GRDR Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1124NX H Index
84.6856 Latitude
36:09:48 Longitude
-95:54:17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
SHERIDAN RD. WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16927 Vault Link
http://plansrv1/bridgemaintvault/b16927 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.163333 Longitude DD
-95.904722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16797 x
-10676064.8177105 y
4323119.07760058 |
|||||||||||||||||||||||||||||||||||||
| 16926 | 7209 1124SX | 16926 | Tulsa | SHERIDAN RD. | I-244 EB UNDER | 7209 1124SX | 70ft. WLD PLT GRDR | 1967 | 36.162778 | -95.904722 | 72 | 80 | — | 1 | 0 | 5 | 64 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16796 BRKEY
16926 NBI No.
16926 On Under
1 Structure No.
7209 1124SX Control No.
Lane Ind.
Milepoint
Facility Carried
SHERIDAN RD. Feature Intersected
I-244 EB UNDER Division
08 County
143 Location
4.24 MI E JCT I 444 Sufficiency
96 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
64 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1967 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
64 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
72 Deck Width
80 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1709 Min Measured Clearance
1603 NBI Rating
16926 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
7 Rt. Curb SW
7 Description
70ft. WLD PLT GRDR Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1124SX H Index
68.768 Latitude
36:09:46 Longitude
-95:54:17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
SHERIDAN RD. EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16926 Vault Link
http://plansrv1/bridgemaintvault/b16926 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.162778 Longitude DD
-95.904722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16796 x
-10676064.8177105 y
4323042.55191963 |
|||||||||||||||||||||||||||||||||||||
| 16924 | 3842 0786 X | 16924 | Kiowa | S.H. 19 | SADDLE MOUNTAIN CREEK | 3842 0786 X | 4-15ft. X 13ft. X 52ft. RDY. R.C.B. | 1967 | 34.89889722 | -98.72831389 | 63.976 | 54.003 | — | 4 | 0 | 2 | 52.001 | 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 | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16794 BRKEY
16924 NBI No.
16924 On Under
1 Structure No.
3842 0786 X Control No.
042 Lane Ind.
Milepoint
07860 Facility Carried
S.H. 19 Feature Intersected
SADDLE MOUNTAIN CREEK Division
05 County
075 Location
7.9 MI E S.H. 54 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 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
1967 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
63.976 Deck Width
54.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.46 HS Inv. Rating Method
1 HS Inv. Method
31.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16924 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-15ft. X 13ft. X 52ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3842 0786 X H Index
89.44 Latitude
34:53:56.03 Longitude
-98:43:41.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16924 Vault Link
http://plansrv1/bridgemaintvault/b16924 GIS FO/SD
Meets Standards H Inv. Method
17.52 Latitude DD
34.89889722 Longitude DD
-98.72831389 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16794 x
-10990385.6291133 y
4150150.15403605 |
|||||||||||||||||||||||||||||||||||||
| 16923 | 0230 0175 X | 16923 | Alfalfa | S.H. 58 | CREEK | 0230 0175 X | (10.25ft.,3-12.5ft.,10.25)X 8ft.X 51.6ft. R.C. BOX WITH 4ft. CURTAIN WALLS. | 1967 | 36.898675 | -98.32809444 | 62.008 | 51.6 | — | 5 | 0 | 2 | 49.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | 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 | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16793 BRKEY
16923 NBI No.
16923 On Under
1 Structure No.
0230 0175 X Control No.
030 Lane Ind.
Milepoint
01750 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
06 County
003 Location
1.6 MI.E.OF JCT.SH8 Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
49.6 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
1967 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
49.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
38.009 Span Type Main
M Material
1 - Concrete Design
19 Length
62.008 Deck Width
51.6 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
16923 ODOT County
02 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
(10.25ft.,3-12.5ft.,10.25)X 8ft.X 51.6ft. R.C. BOX WITH 4ft. CURTAIN WALLS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0230 0175 X H Index
95.1396 Latitude
36:53:55.23 Longitude
-98:19:41.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16923 Vault Link
http://plansrv1/bridgemaintvault/b16923 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.898675 Longitude DD
-98.32809444 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16793 x
-10945833.4037337 y
4424992.78385552 |
|||||||||||||||||||||||||||||||||||||
| 17204 | 1626 0360 X | 17204 | Comanche | S.H. 36 | PERSIMMON CREEK | 1626 0360 X | 3-35ft. PRESTRESSED CONC. BM. SPANS | 1968 | 34.440492 | -98.606233 | 105.971 | 44.501 | — | 3 | 0 | 2 | 41.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | 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 | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16791 BRKEY
17204 NBI No.
17204 On Under
1 Structure No.
1626 0360 X Control No.
026 Lane Ind.
Milepoint
03600 Facility Carried
S.H. 36 Feature Intersected
PERSIMMON CREEK Division
07 County
031 Location
3.7 MI.NE. TILLMAN CL Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.03 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
1968 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
41.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
105.971 Deck Width
44.501 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17204 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-35ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1626 0360 X H Index
97.5291 Latitude
34:26:25.77 Longitude
-98:36:22.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
068 NBI Text
17204 Vault Link
http://plansrv1/bridgemaintvault/b17204 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.440492 Longitude DD
-98.606233 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16791 x
-10976795.6466029 y
4088103.81676619 |
|||||||||||||||||||||||||||||||||||||
| 17203 | 1223T0250 X | 17203 | Choctaw | IND. NATION TP | LONG CREEK | 1223T0250 X | 100ft. PC BM SPAN | 1968 | 34.06111667 | -95.55606389 | 102.034 | 87.999 | — | 1 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16790 BRKEY
17203 NBI No.
17203 On Under
1 Structure No.
1223T0250 X Control No.
023 Lane Ind.
Milepoint
02500 Facility Carried
IND. NATION TP Feature Intersected
LONG CREEK Division
02 County
023 Location
101.7 MI'S S. JCT I-40 Sufficiency
98.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.034 Deck Width
87.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.2 HS Inv. Rating Method
1 HS Inv. Method
49.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17203 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1223T0250 X H Index
97.2193 Latitude
34:03:40.02 Longitude
-95:33:21.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
101.75 NBI Text
17203 Vault Link
http://plansrv1/bridgemaintvault/b17203 GIS FO/SD
Meets Standards H Inv. Method
43.5 Latitude DD
34.06111667 Longitude DD
-95.55606389 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16790 x
-10637252.3744443 y
4037011.45691269 |
|||||||||||||||||||||||||||||||||||||
| 17200 | 6742R1365 X | 17200 | Seminole | S.H. 99 | SANDY CREEK | 6742 1365 X | (13ft.-17ft.-17ft.-13ft.)X 1 | 1968 | 35.028142 | -96.678353 | 91.864 | 0 | — | 4 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 47.4 | Serious (3) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Serious (3) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3600 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
16787 BRKEY
17200 NBI No.
17200 On Under
1 Structure No.
6742R1365 X Control No.
042 Lane Ind.
Milepoint
13650 Facility Carried
S.H. 99 Feature Intersected
SANDY CREEK Division
03 County
133 Location
6.5 MI N PONTOTOC CO Sufficiency
47.4 Kind Hwy
3 Level Service
1 Route No.
0003E 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
1968 ADT Total
3600 ADT Year
2017 Design Load
HS 20 Skew
45 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
10 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
91.864 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.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
3 Structure Rating
3 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37 HS Inv. Rating Method
1 HS Inv. Method
22.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2037 Bypass Detour
9.941939 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
17200 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-17ft.-13ft.)X 1 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6742 1365 X H Index
82.9251 Latitude
35:01:41.31 Longitude
-96:40:42.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3E Scour
5 Design Structure
19 - Culvert FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17200 Vault Link
http://plansrv1/bridgemaintvault/b17200 GIS FO/SD
FOSD H Inv. Method
16.3 Latitude DD
35.028142 Longitude DD
-96.678353 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16787 x
-10762185.0266923 y
4167706.18740225 |
|||||||||||||||||||||||||||||||||||||
| 17199 | 2546 1246EX | 17199 | Garvin | I-35 | E-W 161 UNDER | 2546 1246EX | 27ft.-41ft.-27ft. CONT. CONC. SLAB SPANS SK. 72 DEG. 59ft.07ft. | 1968 | 34.681108 | -97.227631 | 98.097 | 39.698 | — | 3 | 17 | 2 | 38.058 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | 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 | 01 - Principal Arterial Interstate (Rural) | A | 16600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16786 BRKEY
17199 NBI No.
17199 On Under
1 Structure No.
2546 1246EX Control No.
046 Lane Ind.
E Milepoint
12460 Facility Carried
I-35 Feature Intersected
E-W 161 UNDER Division
03 County
049 Location
2.1 MI N JCT SH 29 Sufficiency
93.8 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
16600 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
5.906 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
98.097 Deck Width
39.698 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17199 ODOT County
25 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
27ft.-41ft.-27ft. CONT. CONC. SLAB SPANS SK. 72 DEG. 59ft.07ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2546 1246EX H Index
80.4493 Latitude
34:40:51.99 Longitude
-97:13:39.47 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17199 Vault Link
http://plansrv1/bridgemaintvault/b17199 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.681108 Longitude DD
-97.227631 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16786 x
-10823330.3739563 y
4120628.99750178 |
|||||||||||||||||||||||||||||||||||||
| 17108 | 5163T1191 X | 17108 | Muskogee | MUSKOGEE TP | CREEK | 5163T1157 X | 2-10ft. X 8ft. X 141ft. LG. R.C.B. | 1968 | 35.619603 | -95.287317 | 20.997 | 142.999 | — | 2 | 0 | 4 | 141.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16785 BRKEY
17108 NBI No.
17108 On Under
1 Structure No.
5163T1191 X Control No.
063 Lane Ind.
Milepoint
11910 Facility Carried
MUSKOGEE TP Feature Intersected
CREEK Division
01 County
101 Location
11.5 MI N JCT I-40 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
6700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
141.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
142.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
96.6 HS Inv. Rating Method
0 HS Inv. Method
57.8 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
10720 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17108 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 141ft. LG. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T1157 X H Index
100 Latitude
35:37:10.57 Longitude
-95:17:14.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
44.86 NBI Text
17108 Vault Link
http://plansrv1/bridgemaintvault/b17108 GIS FO/SD
Meets Standards H Inv. Method
43.8 Latitude DD
35.619603 Longitude DD
-95.287317 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16785 x
-10607335.6074972 y
4248404.78451188 |
|||||||||||||||||||||||||||||||||||||
| 17107 | 7329T1120 X | 17107 | Wagoner | MUSKOGEE TP | CREEK | 7329T1120 X | 2-12ft. X 10ft. X 115ft. RCB | 1968 | 35.97050833 | -95.59656111 | 25 | 117.001 | — | 2 | 0 | 4 | 115 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 19800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16784 BRKEY
17107 NBI No.
17107 On Under
1 Structure No.
7329T1120 X Control No.
029 Lane Ind.
Milepoint
11200 Facility Carried
MUSKOGEE TP Feature Intersected
CREEK Division
01 County
145 Location
T.P NO 11.32 Sufficiency
66 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
19800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
115 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
117.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
173.4 HS Inv. Rating Method
0 HS Inv. Method
103.8 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
31680 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17107 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 10ft. X 115ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1120 X H Index
99.34 Latitude
35:58:13.83 Longitude
-95:35:47.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.32 NBI Text
17107 Vault Link
http://plansrv1/bridgemaintvault/b17107 GIS FO/SD
Meets Standards H Inv. Method
65.2 Latitude DD
35.97050833 Longitude DD
-95.59656111 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16784 x
-10641760.5043533 y
4296564.12215333 |
|||||||||||||||||||||||||||||||||||||
| 17106 | 0726 1123 X | 17106 | Bryan | S.H. 22 | CREEK | 0726 1123 X | (2) 10ft. X 8ft. X 111ft. RCB | 1968 | 34.05835556 | -96.14728611 | 21.001 | 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) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16783 BRKEY
17106 NBI No.
17106 On Under
1 Structure No.
0726 1123 X Control No.
026 Lane Ind.
Milepoint
11230 Facility Carried
S.H. 22 Feature Intersected
CREEK Division
02 County
013 Location
11.23 E & S JCT US-69 Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
00022 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
95.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
21.747992 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
17106 ODOT County
07 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 111ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0726 1123 X H Index
98.5397 Latitude
34:03:30.08 Longitude
-96:08:50.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 22 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
096 NBI Text
17106 Vault Link
http://plansrv1/bridgemaintvault/b17106 GIS FO/SD
Meets Standards H Inv. Method
67.4 Latitude DD
34.05835556 Longitude DD
-96.14728611 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16783 x
-10703066.9309204 y
4036640.44618948 |
|||||||||||||||||||||||||||||||||||||
| 17105 | 1626 0960 X | 17105 | Comanche | S.H. 36 | CREEK | 1626 0960 X | 2-12ft.X 10ft.X 51ft. R.C.BOX | 1968 | 34.49603889 | -98.52580556 | 26.903 | 51.001 | — | 2 | 0 | 2 | 48.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16782 BRKEY
17105 NBI No.
17105 On Under
1 Structure No.
1626 0960 X Control No.
026 Lane Ind.
Milepoint
09600 Facility Carried
S.H. 36 Feature Intersected
CREEK Division
07 County
031 Location
6.7 MI.W. JCT. US277 Sufficiency
91.8 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.03 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
1968 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
48.999 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
26.903 Deck Width
51.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 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
48.3 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17105 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 10ft.X 51ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1626 0960 X H Index
100 Latitude
34:29:45.74 Longitude
-98:31:32.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
073 NBI Text
17105 Vault Link
http://plansrv1/bridgemaintvault/b17105 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
34.49603889 Longitude DD
-98.52580556 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16782 x
-10967842.5049363 y
4095604.00312024 |
|||||||||||||||||||||||||||||||||||||
| 17104 | 1223T0830 X | 17104 | Choctaw | IND. NATION TP | CREEK | 1223T0830 X | 2-10ft.X 6ft. X 123ft. RC BOX SK 45 LF | 1968 | 34.14061111 | -95.58493889 | 29.701 | 125 | — | 2 | 45 | 4 | 122.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16781 BRKEY
17104 NBI No.
17104 On Under
1 Structure No.
1223T0830 X Control No.
023 Lane Ind.
Milepoint
08300 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
023 Location
95.9 MI'S S JCT I-40 Sufficiency
97.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
122.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
29.701 Deck Width
125 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17104 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft. X 123ft. RC BOX SK 45 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1223T0830 X H Index
98.35 Latitude
34:08:26.2 Longitude
-95:35:05.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
95.96 NBI Text
17104 Vault Link
http://plansrv1/bridgemaintvault/b17104 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.14061111 Longitude DD
-95.58493889 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16781 x
-10640466.724741 y
4047698.32586543 |
|||||||||||||||||||||||||||||||||||||
| 17103 | 3510 0618 X | 17103 | Johnston | S.H. 1 | CREEK | 3510 0618 X | 2-10ft.X12ft.X95ft. RC BOX | 1968 | 34.235425 | -96.78099444 | 22.966 | 97.113 | — | 2 | 0 | 2 | 38.058 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | 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 | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16780 BRKEY
17103 NBI No.
17103 On Under
1 Structure No.
3510 0618 X Control No.
010 Lane Ind.
Milepoint
06180 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
03 County
069 Location
1.8 MI S-W OF JCT SH 22 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00001 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
07 - Major Collector (Rural) Year Built
1968 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
97.113 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.3 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
21.747992 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
17103 ODOT County
35 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.X12ft.X95ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3510 0618 X H Index
95.71 Latitude
34:14:07.53 Longitude
-96:46:51.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17103 Vault Link
http://plansrv1/bridgemaintvault/b17103 GIS FO/SD
Meets Standards H Inv. Method
29.7 Latitude DD
34.235425 Longitude DD
-96.78099444 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16780 x
-10773611.0195274 y
4060457.82839703 |
|||||||||||||||||||||||||||||||||||||
| 17016 | 3202 1425 X | 17016 | Hughes | U.S. 75 | U.S. 270 & ABAN RR UNDER | 3202 1425 X | 50ft.-73ft.-73ft.-50ft. CONT | 1967 | 34.96637778 | -96.24061944 | 248.031 | 35.433 | — | 4 | 13 | 2 | 29.856 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16779 BRKEY
17016 NBI No.
17016 On Under
1 Structure No.
3202 1425 X Control No.
002 Lane Ind.
Milepoint
14250 Facility Carried
U.S. 75 Feature Intersected
U.S. 270 & ABAN RR UNDER Division
03 County
063 Location
JCT US 270 Sufficiency
74 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29.856 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
1967 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
4 Road Width
29.856 Ref. Underclearance Rt.
H Underclearance Right
2.953 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
248.031 Deck Width
35.433 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N 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
2560 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17016 ODOT County
32 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
50ft.-73ft.-73ft.-50ft. CONT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3202 1425 X H Index
95.5891 Latitude
34:57:58.96 Longitude
-96:14:26.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 75 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17016 Vault Link
http://plansrv1/bridgemaintvault/b17016 GIS FO/SD
FO H Inv. Method
19 Latitude DD
34.96637778 Longitude DD
-96.24061944 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16779 x
-10713456.74969 y
4159312.95686262 |
|||||||||||||||||||||||||||||||||||||
| 17015 | 1406R0128 X | 17015 | Cleveland | LINDSEY ST. | I-35 UNDER | 1406 0128 X | 30ft.(33ft.-51ft.-51ft.-45ft. | 1967 | 35.20385278 | -97.48029167 | 247.047 | 71.85 | — | 4 | 0 | 4 | 54.134 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
16778 BRKEY
17015 NBI No.
17015 On Under
1 Structure No.
1406R0128 X Control No.
Lane Ind.
Milepoint
Facility Carried
LINDSEY ST. Feature Intersected
I-35 UNDER Division
03 County
027 Location
1.3 MI N MCCLAIN C/L Sufficiency
68 Kind Hwy
5 Level Service
1 Route No.
E1250 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1967 ADT Total
5000 ADT Year
2015 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
54.134 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
13.78 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
47.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
247.047 Deck Width
71.85 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
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.7 HS Inv. Rating Method
1 HS Inv. Method
32.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2035 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1806 Min Measured Clearance
1606 NBI Rating
17015 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
4.921 Rt. Curb SW
4.921 Description
30ft.(33ft.-51ft.-51ft.-45ft. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1406 0128 X H Index
81.0965 Latitude
35:12:13.87 Longitude
-97:28:49.05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
LINDSEY ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17015 Vault Link
http://plansrv1/bridgemaintvault/b17015 GIS FO/SD
Meets Standards H Inv. Method
24.2 Latitude DD
35.20385278 Longitude DD
-97.48029167 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16778 x
-10851456.4310842 y
4191618.54619377 |
|||||||||||||||||||||||||||||||||||||
| 17014 | 6212 1808NX | 17014 | Pontotoc | S.H. 3W | S.H. 19 WB UNDER | 6216 1195NX | 40ft.-46ft.-46ft. I-BM. SPANS WITH 2-6ft. CURBS SK.50 DEG. | 1967 | 34.78586944 | -96.72549444 | 131.89 | 24.501 | — | 3 | 50 | 1 | 21.499 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16777 BRKEY
17014 NBI No.
17014 On Under
1 Structure No.
6212 1808NX Control No.
012 Lane Ind.
N Milepoint
18080 Facility Carried
S.H. 3W Feature Intersected
S.H. 19 WB UNDER Division
03 County
123 Location
JCT SH 3W & SH19 Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
0003W Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
21.499 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
1967 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
50 No. Main Spans
3 Road Width
21.499 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
7.874 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
22.999 Span Type Main
M Material
3 - Steel Design
02 Length
131.89 Deck Width
24.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.5 HS Inv. Rating Method
1 HS Inv. Method
30.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
0.099997 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
17014 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-46ft.-46ft. I-BM. SPANS WITH 2-6ft. CURBS SK.50 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6216 1195NX H Index
99.2282 Latitude
34:47:09.13 Longitude
-96:43:31.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 3W Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17014 Vault Link
http://plansrv1/bridgemaintvault/b17014 GIS FO/SD
FO H Inv. Method
22.5 Latitude DD
34.78586944 Longitude DD
-96.72549444 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16777 x
-10767432.7877884 y
4134819.59731619 |
|||||||||||||||||||||||||||||||||||||
| 17013 | 5115 1275 X | 17013 | Muskogee | CO. RD. 5168C | I-40 UNDER | 5115 1275 X | 32ft.(2-73ft. CONT.)32ft. | 1967 | 35.48178611 | -95.12369167 | 210.958 | 29.4 | — | 2 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.4 | Fair (5) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16776 BRKEY
17013 NBI No.
17013 On Under
1 Structure No.
5115 1275 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 5168C Feature Intersected
I-40 UNDER Division
01 County
101 Location
12.7 MI E C/L Sufficiency
65.4 Kind Hwy
4 Level Service
1 Route No.
5168C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
500 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
7.598 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
210.958 Deck Width
29.4 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
5 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
5.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
1708 Min Measured Clearance
1702 NBI Rating
17013 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
32ft.(2-73ft. CONT.)32ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 1275 X H Index
85.0156 Latitude
35:28:54.43 Longitude
-95:07:25.29 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
SEC.LINE ROAD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17013 Vault Link
http://plansrv1/bridgemaintvault/b17013 GIS FO/SD
FO H Inv. Method
14 Latitude DD
35.48178611 Longitude DD
-95.12369167 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16776 x
-10589120.9190808 y
4229548.23698467 |
|||||||||||||||||||||||||||||||||||||
| 17012 | 68R0844SX | 17012 | Sequoyah | I-40 | LITTLE VIAN CREEK | 6822 0844SX | 64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SK 30° | 1967 | 35.481211 | -94.956417 | 210 | 40.6 | — | 3 | 30 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8650 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
16775 BRKEY
17012 NBI No.
17012 On Under
1 Structure No.
68R0844SX Control No.
Lane Ind.
S Milepoint
08440 Facility Carried
I-40 Feature Intersected
LITTLE VIAN CREEK Division
01 County
135 Location
8.44 E MUSKOGEE C/L Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
8650 ADT Year
2019 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
210 Deck Width
40.6 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.2 HS Inv. Rating Method
1 HS Inv. Method
36.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13840 Future ADT Year
2039 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17012 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.299 Rt. Curb SW
1.299 Description
64ft. - 80ft. - 64ft. CONTINUOUS PLATE GIRDER SK 30° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0844SX H Index
80.5204 Latitude
35:28:52.36 Longitude
-94:57:23.1 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-0844S NBI Text
17012 Vault Link
http://plansrv1/bridgemaintvault/b17012 GIS FO/SD
Meets Standards H Inv. Method
24.4 Latitude DD
35.481211 Longitude DD
-94.956417 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16775 x
-10570499.9879937 y
4229469.61643061 |
|||||||||||||||||||||||||||||||||||||
| 17011 | 6822R0844NX | 17011 | Sequoyah | I-40 | LITTLE VIAN CREEK | 6822 0844NX | 64’ – 80’ – 64’ CONTINUOUS PLATE GIRDER SK 30° | 1967 | 35.481242 | -94.955792 | 210 | 40.6 | — | 4 | 30 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 37.7 | Failed (0) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8950 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
16774 BRKEY
17011 NBI No.
17011 On Under
1 Structure No.
6822R0844NX Control No.
022 Lane Ind.
N Milepoint
08440 Facility Carried
I-40 Feature Intersected
LITTLE VIAN CREEK Division
01 County
135 Location
8.44 E MUSKOGEE C/L Sufficiency
37.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
8950 ADT Year
2020 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
210 Deck Width
40.6 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
0 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14320 Future ADT Year
2040 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
CLOSED 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
17011 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.299 Rt. Curb SW
1.299 Description
64’ – 80’ – 64’ CONTINUOUS PLATE GIRDER SK 30° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0844NX H Index
83.2278 Latitude
35:28:52.47 Longitude
-94:57:20.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-0844N NBI Text
17011 Vault Link
http://plansrv1/bridgemaintvault/b17011 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.481242 Longitude DD
-94.955792 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16774 x
-10570430.413312 y
4229473.8542789 |
|||||||||||||||||||||||||||||||||||||
| 16918 | 5308 1190 X | 16918 | Nowata | U.S. 169 | CREEK | 5308 1190 X | (12ft.-14ft.-12ft.) X 7ft. X 78ft. R.C. BOX SK. 45 DEG. | 1967 | 36.87390278 | -95.62909167 | 58.071 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16770 BRKEY
16918 NBI No.
16918 On Under
1 Structure No.
5308 1190 X Control No.
008 Lane Ind.
Milepoint
11900 Facility Carried
U.S. 169 Feature Intersected
CREEK Division
08 County
105 Location
12.0 MI N JCT US 60 Sufficiency
91.6 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
4900 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
58.071 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.7 HS Inv. Rating Method
1 HS Inv. Method
50.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16918 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 7ft. X 78ft. R.C. BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5308 1190 X H Index
97.2663 Latitude
36:52:26.05 Longitude
-95:37:44.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16918 Vault Link
http://plansrv1/bridgemaintvault/b16918 GIS FO/SD
Meets Standards H Inv. Method
35.8 Latitude DD
36.87390278 Longitude DD
-95.62909167 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16770 x
-10645381.7897277 y
4421545.00525366 |
|||||||||||||||||||||||||||||||||||||
| 16917 | 6925 0720 X | 16917 | Stephens | S.H. 7 | WEST MUD CREEK | 6925 0720 X | (13ft.-17ft.-13ft.) X 12ft. X 188ft. R.C. BOX SK. 60 DEG. WITH 4ft. CURTAIN WALL DOWNST | 1967 | 34.44874444 | -97.86065833 | 54.101 | 0 | — | 3 | 60 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 63.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16769 BRKEY
16917 NBI No.
16917 On Under
1 Structure No.
6925 0720 X Control No.
025 Lane Ind.
Milepoint
07200 Facility Carried
S.H. 7 Feature Intersected
WEST MUD CREEK Division
07 County
137 Location
7.2 MI E JCT US 81 Sufficiency
63.3 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
77.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
4100 ADT Year
2022 Design Load
HS 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
4 Fill RCB
11 Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
54.101 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
4 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
46.4 HS Inv. Rating Method
1 HS Inv. Method
27.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
54.700002 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
16917 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 12ft. X 188ft. R.C. BOX SK. 60 DEG. WITH 4ft. CURTAIN WALL DOWNST Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 0720 X H Index
98.4909 Latitude
34:26:55.48 Longitude
-97:51:38.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
58 NBI Text
16917 Vault Link
http://plansrv1/bridgemaintvault/b16917 GIS FO/SD
Meets Standards H Inv. Method
17.1 Latitude DD
34.44874444 Longitude DD
-97.86065833 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16769 x
-10893798.6539901 y
4089217.7820574 |