ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 16754 | 0905 3465NX | 16754 | Canadian | I-40 WB | RENO AVE. UNDER | 0905 3465NX | 50ft. (2 - 76ft. CONT.) 50ft. I-BM. SPANS SK. 30 DEG. 51ft.30ft. | 1966 | 35.46451944 | -97.71770278 | 256.781 | 60 | — | 2 | 60 | 3 | 57.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 31500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17201 BRKEY
16754 NBI No.
16754 On Under
1 Structure No.
0905 3465NX Control No.
005 Lane Ind.
N Milepoint
34650 Facility Carried
I-40 WB Feature Intersected
RENO AVE. UNDER Division
04 County
017 Location
I40 & RENO AVE Sufficiency
91.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
31500 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
2 Road Width
57.001 Ref. Underclearance Rt.
H Underclearance Right
2.3 Underclearance Left
2.3 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
57.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
256.781 Deck Width
60 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
50400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1605 Min Measured Clearance
1511 NBI Rating
16754 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. (2 - 76ft. CONT.) 50ft. I-BM. SPANS SK. 30 DEG. 51ft.30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 3465NX H Index
92.084 Latitude
35:27:52.27 Longitude
-97:43:03.73 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16754 Vault Link
http://plansrv1/bridgemaintvault/b16754 GIS FO/SD
FO H Inv. Method
18 Latitude DD
35.46451944 Longitude DD
-97.71770278 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17201 x
-10877884.914958 y
4227188.03762623 |
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| 16664 | 6419 2602 X | 16664 | Pushmataha | S.H. 2 | CREEK | 6419 2602 X | (2) 10ft. X 6ft. X 62.4ft. LONG RCB | 1966 | 34.54384444 | -95.46515 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 670 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17200 BRKEY
16664 NBI No.
16664 On Under
1 Structure No.
6419 2602 X Control No.
019 Lane Ind.
Milepoint
26020 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
02 County
127 Location
26.02 N JCT SH-3 Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00002 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
1966 ADT Total
670 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 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
62.4 HS Inv. Rating Method
1 HS Inv. Method
37.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1072 Future ADT Year
2042 Bypass Detour
36.039529 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
16664 ODOT County
64 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 62.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 2602 X H Index
98.944 Latitude
34:32:37.84 Longitude
-95:27:54.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
081 NBI Text
16664 Vault Link
http://plansrv1/bridgemaintvault/b16664 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
34.54384444 Longitude DD
-95.46515 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17200 x
-10627131.8865035 y
4102062.92102282 |
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| 16663 | 2042 0943 X | 16663 | Custer | S.H. 73 | LITTLE SOLDIER CREEK | 2042 0943 X | 2-10ft.X10ft.X119ft. RDY. R.C.B. | 1966 | 35.53827222 | -99.22358611 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 630 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17199 BRKEY
16663 NBI No.
16663 On Under
1 Structure No.
2042 0943 X Control No.
042 Lane Ind.
Milepoint
09430 Facility Carried
S.H. 73 Feature Intersected
LITTLE SOLDIER CREEK Division
05 County
039 Location
9.5 MI E JCT S.H. 34 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00073 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1966 ADT Total
630 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
16 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.07 HS Inv. Rating Method
1 HS Inv. Method
47.43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1008 Future ADT Year
2042 Bypass Detour
24.233476 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
16663 ODOT County
20 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.X10ft.X119ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2042 0943 X H Index
97.36 Latitude
35:32:17.78 Longitude
-99:13:24.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 73 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16663 Vault Link
http://plansrv1/bridgemaintvault/b16663 GIS FO/SD
Meets Standards H Inv. Method
40.32 Latitude DD
35.53827222 Longitude DD
-99.22358611 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17199 x
-11045519.0804477 y
4237272.92797162 |
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| 16662 | 1422 0637 X | 16662 | Cleveland | S.H. 39 | CREEK | 1422 0637 X | 3-8ft.X 8ft.X 94ft. RDY R. | 1966 | 35.01481389 | -97.23028889 | 26.903 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17198 BRKEY
16662 NBI No.
16662 On Under
1 Structure No.
1422 0637 X Control No.
022 Lane Ind.
Milepoint
06370 Facility Carried
S.H. 39 Feature Intersected
CREEK Division
03 County
027 Location
6.5 MI E JCT US77 Sufficiency
84 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.995 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
1966 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
65.243975 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
16662 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 8ft.X 94ft. RDY R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1422 0637 X H Index
99.2978 Latitude
35:00:53.33 Longitude
-97:13:49.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16662 Vault Link
http://plansrv1/bridgemaintvault/b16662 GIS FO/SD
Meets Standards H Inv. Method
77.26 Latitude DD
35.01481389 Longitude DD
-97.23028889 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17198 x
-10823626.2489177 y
4165894.47481671 |
|||||||||||||||||||||||||||||||||||||
| 16661 | 6419 0595 X | 16661 | Pushmataha | S.H. 2 | FREDERICK CREEK | 6419 0595 X | (2) 10ft. X 8ft. X 121.4ft. LONG RCB | 1966 | 34.31845833 | -95.65230278 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 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 | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17197 BRKEY
16661 NBI No.
16661 On Under
1 Structure No.
6419 0595 X Control No.
019 Lane Ind.
Milepoint
05950 Facility Carried
S.H. 2 Feature Intersected
FREDERICK CREEK Division
02 County
127 Location
5.95 N JCT SH-3 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1966 ADT Total
690 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
20 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1104 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16661 ODOT County
64 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 121.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 0595 X H Index
98.9127 Latitude
34:19:06.45 Longitude
-95:39:08.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
072 NBI Text
16661 Vault Link
http://plansrv1/bridgemaintvault/b16661 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.31845833 Longitude DD
-95.65230278 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17197 x
-10647965.6386736 y
4071643.77751493 |
|||||||||||||||||||||||||||||||||||||
| 16660 | 5569 0568 X | 16660 | Oklahoma | I-40 | CREEK | 5569 0568 X | 2-10ft.X 10ft.X 421ft. R.C. BOX | 1966 | 35.46014167 | -97.57095 | 23.999 | 0 | — | 2 | 99 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 96200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17196 BRKEY
16660 NBI No.
16660 On Under
1 Structure No.
5569 0568 X Control No.
069 Lane Ind.
Milepoint
05680 Facility Carried
I-40 Feature Intersected
CREEK Division
04 County
109 Location
.2 MI E JCT I40 & I44 Sufficiency
72 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
55 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
1966 ADT Total
96200 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
8 Fill RCB
22 Appr. Roadway Width
184.003 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
153920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16660 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 421ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0568 X H Index
97.4308 Latitude
35:27:36.51 Longitude
-97:34:15.42 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16660 Vault Link
http://plansrv1/bridgemaintvault/b16660 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.46014167 Longitude DD
-97.57095 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17196 x
-10861548.470216 y
4226589.71614646 |
|||||||||||||||||||||||||||||||||||||
| 16573 | 6134R0700 X | 16573 | Pittsburg | U.S. 270 | IND. NATION TP UNDER | 6134 0700 X | 37ft. - (2) 47.3ft. - 43ft. PC BEAM SK 25° | 1965 | 34.94853333 | -95.84436111 | 175.853 | 32.999 | — | 4 | 25 | 2 | 28.1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.5 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2550 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
17194 BRKEY
16573 NBI No.
16573 On Under
1 Structure No.
6134R0700 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 270 Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
15.2 MI E HUGHES CO Sufficiency
66.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.1 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
1965 ADT Total
2550 ADT Year
2014 Design Load
HS 20 Skew
25 No. Main Spans
4 Road Width
28.1 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
175.853 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 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
2 HS Operating Rating
48.65 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4080 Future ADT Year
2034 Bypass Detour
0.1 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1805 Min Measured Clearance
1703 NBI Rating
16573 ODOT County
61 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
1.001 Rt. Curb SW
1.001 Description
37ft. - (2) 47.3ft. - 43ft. PC BEAM SK 25° Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6134 0700 X H Index
89.8052 Latitude
34:56:54.72 Longitude
-95:50:39.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
34.74S NBI Text
16573 Vault Link
http://plansrv1/bridgemaintvault/b16573 GIS FO/SD
SD H Inv. Method
35.7 Latitude DD
34.94853333 Longitude DD
-95.84436111 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17194 x
-10669345.4741718 y
4156889.22687404 |
|||||||||||||||||||||||||||||||||||||
| 16572 | 5604R0950WX | 16572 | Okmulgee | U.S. 62 | DEEP FORK CREEK O'FLOW | 5604 0950WX | (7) 25ft. CONCRETE SLAB | 1965 | 35.5661 | -95.95483889 | 177.001 | 32.999 | — | 7 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.9 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
17193 BRKEY
16572 NBI No.
16572 On Under
1 Structure No.
5604R0950WX Control No.
004 Lane Ind.
W Milepoint
09500 Facility Carried
U.S. 62 Feature Intersected
DEEP FORK CREEK O'FLOW Division
01 County
111 Location
9.50 N JCT I-40 Sufficiency
71.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
N 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
1965 ADT Total
7950 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
7 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
53.999 Span Type Main
M Material
1 - Concrete Design
01 Length
177.001 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.
2 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.052 HS Inv. Rating Method
1 HS Inv. Method
37.809 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2034 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
-1 Min Measured Clearance
-1 NBI Rating
16572 ODOT County
56 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
1.499 Rt. Curb SW
1.499 Description
(7) 25ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0950WX H Index
88.6805 Latitude
35:33:57.96 Longitude
-95:57:17.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-62,75 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0950W NBI Text
16572 Vault Link
http://plansrv1/bridgemaintvault/b16572 GIS FO/SD
Meets Standards H Inv. Method
21.164 Latitude DD
35.5661 Longitude DD
-95.95483889 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17193 x
-10681643.8043854 y
4241080.48285987 |
|||||||||||||||||||||||||||||||||||||
| 16571 | 1036 0922EX | 16571 | Carter | I-35 NB | S.H. 142 UNDER | 1036 0922EX | 32ft. - 56ft. - 56ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS | 1965 | 34.20181944 | -97.16374167 | 179.134 | 40 | — | 4 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17192 BRKEY
16571 NBI No.
16571 On Under
1 Structure No.
1036 0922EX Control No.
036 Lane Ind.
E Milepoint
09220 Facility Carried
I-35 NB Feature Intersected
S.H. 142 UNDER Division
07 County
019 Location
2.1 MI N JCT US70 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1965 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
10.249 Underclearance Left
16.168 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
179.134 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106 HS Inv. Rating Method
1 HS Inv. Method
63 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26880 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
2111 Min Measured Clearance
2103 NBI Rating
16571 ODOT County
10 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
32ft. - 56ft. - 56ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 0922EX H Index
96.9943 Latitude
34:12:06.55 Longitude
-97:09:49.47 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
113 NBI Text
16571 Vault Link
http://plansrv1/bridgemaintvault/b16571 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
34.20181944 Longitude DD
-97.16374167 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17192 x
-10816218.2462736 y
4055933.74605374 |
|||||||||||||||||||||||||||||||||||||
| 16570 | 1036 0922WX | 16570 | Carter | I-35 SB | S.H. 142 UNDER | 1036 0922WX | 32ft. - 56ft. - 56ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS | 1965 | 34.20182222 | -97.16431944 | 179.134 | 40 | — | 4 | 0 | 2 | 37.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 16300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17191 BRKEY
16570 NBI No.
16570 On Under
1 Structure No.
1036 0922WX Control No.
036 Lane Ind.
W Milepoint
09220 Facility Carried
I-35 SB Feature Intersected
S.H. 142 UNDER Division
07 County
019 Location
2.1 MI N JCT US70 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 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
1965 ADT Total
16300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
10.801 Underclearance Left
16.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
179.134 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106 HS Inv. Rating Method
1 HS Inv. Method
63 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26080 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
1606 Max Measured Clearance
1903 Min Measured Clearance
1609 NBI Rating
16570 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. - 56ft. - 56ft. - 32ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 0922WX H Index
93.8621 Latitude
34:12:06.56 Longitude
-97:09:51.55 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
114 NBI Text
16570 Vault Link
http://plansrv1/bridgemaintvault/b16570 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
34.20182222 Longitude DD
-97.16431944 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17191 x
-10816282.5633358 y
4055934.12023115 |
|||||||||||||||||||||||||||||||||||||
| 16569 | 7280R0620NX | 16569 | Tulsa | S.H. 51 | MEMORIAL RD. UNDER | 7280R0620NX | 36ft.-50ft.-50ft.-36ft. CONT | 1965 | 36.05333333 | -95.75666667 | 173.885 | 32.999 | — | 4 | 33 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 39640 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
17190 BRKEY
16569 NBI No.
16569 On Under
1 Structure No.
7280R0620NX Control No.
080 Lane Ind.
N Milepoint
06200 Facility Carried
S.H. 51 Feature Intersected
MEMORIAL RD. UNDER Division
08 County
143 Location
4 MI SE 21 ST Sufficiency
74.1 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1965 ADT Total
39640 ADT Year
2001 Design Load
HS 20 Skew
33 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
04 Appr. Roadway Width
46.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
173.885 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
39000 Future ADT Year
2018 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1508 Min Measured Clearance
1509 NBI Rating
16569 ODOT County
72 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
1.499 Rt. Curb SW
1.499 Description
36ft.-50ft.-50ft.-36ft. CONT Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R0620NX H Index
100 Latitude
36:03:12 Longitude
-95:45:24 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16569 Vault Link
http://plansrv1/bridgemaintvault/b16569 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.05333333 Longitude DD
-95.75666667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17190 x
-10659583.3737656 y
4307962.43971303 |
|||||||||||||||||||||||||||||||||||||
| 16568 | 7280R0620SX | 16568 | Tulsa | S.H. 51 | MEMORIAL RD. UNDER | 7280R0620SX | 36ft.-50ft.-50ft.-36ft. CONT | 1965 | 36.05333333 | -95.75666667 | 173.885 | 32.999 | — | 4 | 33 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 39640 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
17189 BRKEY
16568 NBI No.
16568 On Under
1 Structure No.
7280R0620SX Control No.
080 Lane Ind.
S Milepoint
06200 Facility Carried
S.H. 51 Feature Intersected
MEMORIAL RD. UNDER Division
08 County
143 Location
4 MI SE 21 ST Sufficiency
74.1 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1965 ADT Total
39640 ADT Year
2001 Design Load
HS 20 Skew
33 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
46.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
173.885 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
39000 Future ADT Year
2018 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1602 Min Measured Clearance
1602 NBI Rating
16568 ODOT County
72 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
1.499 Rt. Curb SW
1.499 Description
36ft.-50ft.-50ft.-36ft. CONT Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R0620SX H Index
100 Latitude
36:03:12 Longitude
-95:45:24 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16568 Vault Link
http://plansrv1/bridgemaintvault/b16568 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.05333333 Longitude DD
-95.75666667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17189 x
-10659583.3737656 y
4307962.43971303 |
|||||||||||||||||||||||||||||||||||||
| 16849 | 5115 1300 X | 16849 | Muskogee | I-40 | CREEK | 5115 1300 X | 2-10ft.X 5ft.X 218ft. R.C. | 1967 | 35.481636 | -95.119247 | 21.982 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17188 BRKEY
16849 NBI No.
16849 On Under
1 Structure No.
5115 1300 X Control No.
015 Lane Ind.
Milepoint
13000 Facility Carried
I-40 Feature Intersected
CREEK Division
01 County
101 Location
12.9 MI E C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 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
17200 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
1 No. Lanes
4 Fill RCB
11 Appr. Roadway Width
93.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.5 HS Inv. Rating Method
1 HS Inv. Method
37.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27520 Future ADT Year
2042 Bypass Detour
12.2 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
16849 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 218ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 1300 X H Index
67 Latitude
35:28:53.89 Longitude
-95:07:09.29 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16849 Vault Link
http://plansrv1/bridgemaintvault/b16849 GIS FO/SD
Meets Standards H Inv. Method
28.1 Latitude DD
35.481636 Longitude DD
-95.119247 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17188 x
-10588626.1406796 y
4229527.71610594 |
|||||||||||||||||||||||||||||||||||||
| 16848 | 5115 1079 X | 16848 | Muskogee | I-40 | CREEK | 5115 1079 X | 2-10ft.X 8ft.X 302ft. R.C. | 1967 | 35.48393611 | -95.15798333 | 22.966 | 0 | — | 2 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17187 BRKEY
16848 NBI No.
16848 On Under
1 Structure No.
5115 1079 X Control No.
015 Lane Ind.
Milepoint
10790 Facility Carried
I-40 Feature Intersected
CREEK Division
01 County
101 Location
10.7 MI E C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
17500 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
1 No. Lanes
6 Fill RCB
27 Appr. Roadway Width
100 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
63.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28000 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
16848 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 302ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5115 1079 X H Index
67 Latitude
35:29:02.17 Longitude
-95:09:28.74 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16848 Vault Link
http://plansrv1/bridgemaintvault/b16848 GIS FO/SD
Meets Standards H Inv. Method
53.4 Latitude DD
35.48393611 Longitude DD
-95.15798333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17187 x
-10592938.2492104 y
4229842.15824614 |
|||||||||||||||||||||||||||||||||||||
| 16847 | 2606 0847 X | 16847 | Grady | U.S. 81 | CREEK | 2606 0847 X | 2-10ft. X 7ft. X 163ft. R.C.B. WITH 4ft. CURTAIN WALLS | 1967 | 34.8031 | -97.9663 | 22.001 | 0 | — | 2 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17186 BRKEY
16847 NBI No.
16847 On Under
1 Structure No.
2606 0847 X Control No.
006 Lane Ind.
Milepoint
08470 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
051 Location
1.2 MI N SH17 Sufficiency
69.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.999 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
5700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
7 Appr. Roadway Width
87.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 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
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
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
58.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16847 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 7ft. X 163ft. R.C.B. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 0847 X H Index
96.9092 Latitude
34:48:11.16 Longitude
-97:57:58.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-26 NBI Text
16847 Vault Link
http://plansrv1/bridgemaintvault/b16847 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.8031 Longitude DD
-97.9663 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17186 x
-10905558.6309011 y
4137155.31030295 |
|||||||||||||||||||||||||||||||||||||
| 16846 | 4405 0842 X | 16846 | McClain | I-35 | CREEK | 4405 0842 X | 2-10ft.X 10ft.X 297ft. R.C | 1967 | 34.97023333 | -97.37121389 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 32300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17185 BRKEY
16846 NBI No.
16846 On Under
1 Structure No.
4405 0842 X Control No.
005 Lane Ind.
Milepoint
08420 Facility Carried
I-35 Feature Intersected
CREEK Division
03 County
087 Location
8.5 MI N GARVIN C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
32300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
25 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
999.9 HS Inv. Rating Method
1 HS Inv. Method
999.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
51680 Future ADT Year
2042 Bypass Detour
11.806053 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
16846 ODOT County
44 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 10ft.X 297ft. R.C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 0842 X H Index
99.34 Latitude
34:58:12.84 Longitude
-97:22:16.37 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16846 Vault Link
http://plansrv1/bridgemaintvault/b16846 GIS FO/SD
Meets Standards H Inv. Method
999.6 Latitude DD
34.97023333 Longitude DD
-97.37121389 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17185 x
-10839313.9481577 y
4159836.70791995 |
|||||||||||||||||||||||||||||||||||||
| 16845 | 4405 0842WXF | 16845 | McClain | I-35 FRONTAGE RD. | CREEK | 4405 0842WXF | 2-10ft.X 6ft.X 84ft. RDY R | 1967 | 34.9701 | -97.371367 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | 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) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17184 BRKEY
16845 NBI No.
16845 On Under
1 Structure No.
4405 0842WXF Control No.
005 Lane Ind.
W Milepoint
08420 Facility Carried
I-35 FRONTAGE RD. Feature Intersected
CREEK Division
03 County
087 Location
8.5 MI N GARVIN C/L Sufficiency
100 Kind Hwy
2 Level Service
8 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
100 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
7 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
64.77 HS Inv. Rating Method
2 HS Inv. Method
38.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.864114 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
16845 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 84ft. RDY R Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
4405 0842WXF H Index
99.34 Latitude
34:58:12.36 Longitude
-97:22:16.92 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 FRONTAGE RD. Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
-1 NBI Text
16845 Vault Link
http://plansrv1/bridgemaintvault/b16845 GIS FO/SD
Meets Standards H Inv. Method
21.59 Latitude DD
34.9701 Longitude DD
-97.371367 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17184 x
-10839330.992285 y
4159818.59550669 |
|||||||||||||||||||||||||||||||||||||
| 16844 | 2402 0753 X | 16844 | Garfield | U.S. 60 / U.S. 412 | CREEK | 2402 0753 X | 2-8ft.X4ft.X166ft. R.C.BOX SK.45 DEG. NORTH HALF ONLY W/ 3ft. ADDTft.L CURTAIN WALLS | 1967 | 36.39066111 | -97.97014444 | 25 | 0 | — | 2 | 99 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 9400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17183 BRKEY
16844 NBI No.
16844 On Under
1 Structure No.
2402 0753 X Control No.
002 Lane Ind.
Milepoint
07530 Facility Carried
U.S. 60 / U.S. 412 Feature Intersected
CREEK Division
04 County
047 Location
7.2 MI E MAJOR C/L Sufficiency
69.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1967 ADT Total
9400 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
73.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25 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
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15040 Future ADT Year
2042 Bypass Detour
33 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16844 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft.X4ft.X166ft. R.C.BOX SK.45 DEG. NORTH HALF ONLY W/ 3ft. ADDTft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2402 0753 X H Index
99.2555 Latitude
36:23:26.38 Longitude
-97:58:12.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 & 412 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16844 Vault Link
http://plansrv1/bridgemaintvault/b16844 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.39066111 Longitude DD
-97.97014444 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17183 x
-10905986.5920043 y
4354509.74299956 |
|||||||||||||||||||||||||||||||||||||
| 16753 | 0905 3465SX | 16753 | Canadian | I-40 EB | RENO AVE. UNDER | 0905 3465SX | 50ft.(2 - 76ft. CONT.) 50ft. I-BM. SPANS SK. 30 DEG. 51ft. 30ft. | 1966 | 35.46452222 | -97.71879167 | 256.781 | 60 | — | 2 | 59 | 3 | 57.5 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17182 BRKEY
16753 NBI No.
16753 On Under
1 Structure No.
0905 3465SX Control No.
005 Lane Ind.
S Milepoint
34650 Facility Carried
I-40 EB Feature Intersected
RENO AVE. UNDER Division
04 County
017 Location
I40 & RENO AVE. Sufficiency
91.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.5 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
1966 ADT Total
29750 ADT Year
2022 Design Load
HS 20 Skew
59 No. Main Spans
2 Road Width
57.5 Ref. Underclearance Rt.
H Underclearance Right
2.402 Underclearance Left
2.402 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
57.5 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
256.781 Deck Width
60 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1611 Min Measured Clearance
1603 NBI Rating
16753 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.(2 - 76ft. CONT.) 50ft. I-BM. SPANS SK. 30 DEG. 51ft. 30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 3465SX H Index
89.2375 Latitude
35:27:52.28 Longitude
-97:43:07.65 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16753 Vault Link
http://plansrv1/bridgemaintvault/b16753 GIS FO/SD
FO H Inv. Method
18 Latitude DD
35.46452222 Longitude DD
-97.71879167 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17182 x
-10878006.1296384 y
4227188.41758657 |
|||||||||||||||||||||||||||||||||||||
| 16752 | 0905R2686SX | 16752 | Canadian | I-40 EB | PURCELL CREEK | 0905 2686SX | 3-50ft. I-BM. SPANS | 1966 | 35.50015556 | -97.84416944 | 150.919 | 44.6 | — | 3 | 0 | 2 | 40.899 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.7 | 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 | 19300 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
17181 BRKEY
16752 NBI No.
16752 On Under
1 Structure No.
0905R2686SX Control No.
005 Lane Ind.
S Milepoint
26860 Facility Carried
I-40 EB Feature Intersected
PURCELL CREEK Division
04 County
017 Location
26.8 MI. E. CADDO CO Sufficiency
67.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.899 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
1966 ADT Total
19300 ADT Year
2008 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.899 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
42.001 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
44.6 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.65 HS Inv. Rating Method
1 HS Inv. Method
51.368 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2028 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16752 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2686SX H Index
47.9869 Latitude
35:30:00.56 Longitude
-97:50:39.01 I257A
_ I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB 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
16752 Vault Link
http://plansrv1/bridgemaintvault/b16752 GIS FO/SD
SD H Inv. Method
39.573 Latitude DD
35.50015556 Longitude DD
-97.84416944 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17181 x
-10891963.1191516 y
4232059.73318461 |
|||||||||||||||||||||||||||||||||||||
| 16751 | 0905R2686NX | 16751 | Canadian | I-40 WB | PURCELL CREEK | 0905 2686NX | 3-50ft. I-BM. SPANS | 1966 | 35.50064444 | -97.84419444 | 150.919 | 40.4 | — | 3 | 0 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 19300 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
17180 BRKEY
16751 NBI No.
16751 On Under
1 Structure No.
0905R2686NX Control No.
005 Lane Ind.
N Milepoint
26860 Facility Carried
I-40 WB Feature Intersected
PURCELL CREEK Division
04 County
017 Location
26.8 MI. E. CADDO CO Sufficiency
63.7 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
1966 ADT Total
19300 ADT Year
2008 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
40.4 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.996 HS Inv. Rating Method
1 HS Inv. Method
50.376 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2028 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16751 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2686NX H Index
49.4217 Latitude
35:30:02.32 Longitude
-97:50:39.1 I257A
_ I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB 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
16751 Vault Link
http://plansrv1/bridgemaintvault/b16751 GIS FO/SD
SD H Inv. Method
38.801 Latitude DD
35.50064444 Longitude DD
-97.84419444 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17180 x
-10891965.9021388 y
4232126.58136824 |
|||||||||||||||||||||||||||||||||||||
| 16750 | 0905 2086SX | 16750 | Canadian | I-40 EB | UP R.R. UNDER | 0905 2086SX | 45FT-60FT-45FT CONT. I-BM. SPANS | 1966 | 35.50103611 | -97.95033056 | 151.903 | 40.4 | — | 3 | 0 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 14900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17179 BRKEY
16750 NBI No.
16750 On Under
1 Structure No.
0905 2086SX Control No.
005 Lane Ind.
S Milepoint
20860 Facility Carried
I-40 EB Feature Intersected
UP R.R. UNDER Division
04 County
017 Location
20.8 MI. E. CADDO CO Sufficiency
76 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
2 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
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
14900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
R Underclearance Right
23.799 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
151.903 Deck Width
40.4 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
5 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2301 Max Measured Clearance
2309 Min Measured Clearance
2309 NBI Rating
16750 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
45FT-60FT-45FT CONT. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2086SX H Index
75.9628 Latitude
35:30:03.73 Longitude
-97:57:01.19 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16750 Vault Link
http://plansrv1/bridgemaintvault/b16750 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.50103611 Longitude DD
-97.95033056 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17179 x
-10903780.920972 y
4232180.13760207 |
|||||||||||||||||||||||||||||||||||||
| 16749 | 5604R0738EX | 16749 | Okmulgee | U.S. 62 | MONTEZUMA CREEK | 5604 0738EX | (3) 50ft. I-BEAM | 1966 | 35.53547222 | -95.95202778 | 152.001 | 37.999 | — | 3 | 0 | 2 | 36.601 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7850 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
17178 BRKEY
16749 NBI No.
16749 On Under
1 Structure No.
5604R0738EX Control No.
004 Lane Ind.
E Milepoint
07380 Facility Carried
U.S. 62 Feature Intersected
MONTEZUMA CREEK Division
01 County
111 Location
7.38 N JCT I-40 Sufficiency
83.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.601 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
1966 ADT Total
7850 ADT Year
2015 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.601 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
152.001 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.8 HS Inv. Rating Method
1 HS Inv. Method
44.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12560 Future ADT Year
2035 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
-1 Min Measured Clearance
-1 NBI Rating
16749 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0.699 Rt. Curb SW
0.699 Description
(3) 50ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0738EX H Index
80.2735 Latitude
35:32:07.7 Longitude
-95:57:07.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-62-75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0738E NBI Text
16749 Vault Link
http://plansrv1/bridgemaintvault/b16749 GIS FO/SD
Meets Standards H Inv. Method
34.1 Latitude DD
35.53547222 Longitude DD
-95.95202778 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17178 x
-10681330.8730516 y
4236889.88923093 |
|||||||||||||||||||||||||||||||||||||
| 16748 | 3610 2076 X | 16748 | Kay | U.S. 77 | CHILOCCO CREEK | 3610 2076 X | 40ft.-60ft.-40ft. CONT. I-BM. SPANS WITH TR-4 RAILS | 1966 | 36.96780833 | -97.04590278 | 141.49 | 45.2 | — | 3 | 0 | 2 | 42.979 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.8 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17177 BRKEY
16748 NBI No.
16748 On Under
1 Structure No.
3610 2076 X Control No.
010 Lane Ind.
Milepoint
20760 Facility Carried
U.S. 77 Feature Intersected
CHILOCCO CREEK Division
04 County
071 Location
6.0 MI N OF NEWKIRK Sufficiency
83.8 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.979 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
1966 ADT Total
4400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.979 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
141.49 Deck Width
45.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16748 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. CONT. I-BM. SPANS WITH TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3610 2076 X H Index
95.5486 Latitude
36:58:04.11 Longitude
-97:02:45.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16748 Vault Link
http://plansrv1/bridgemaintvault/b16748 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.96780833 Longitude DD
-97.04590278 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17177 x
-10803100.4810431 y
4434620.63298235 |
|||||||||||||||||||||||||||||||||||||
| 16567 | 7280 0290SX | 16567 | Tulsa | U.S.64/S.H.51 E.B. | HARVARD AVE UNDER | 7280 0290SX | 41ft.,53ft.,41ft.,41ft.IBM S | 1965 | 36.12593889 | -95.94056944 | 176.837 | 49.869 | — | 4 | 26 | 3 | 46.916 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 42850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17170 BRKEY
16567 NBI No.
16567 On Under
1 Structure No.
7280 0290SX Control No.
080 Lane Ind.
S Milepoint
02900 Facility Carried
U.S.64/S.H.51 E.B. Feature Intersected
HARVARD AVE UNDER Division
08 County
143 Location
0.7 MI SE 21 ST Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
46.916 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1965 ADT Total
42850 ADT Year
2022 Design Load
HS 20 Skew
26 No. Main Spans
4 Road Width
46.916 Ref. Underclearance Rt.
H Underclearance Right
5.906 Underclearance Left
5 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.001 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
49.869 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.1 HS Inv. Rating Method
1 HS Inv. Method
48.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
68560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1404 Max Measured Clearance
1600 Min Measured Clearance
1500 NBI Rating
16567 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.,53ft.,41ft.,41ft.IBM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0290SX H Index
93.9943 Latitude
36:07:33.38 Longitude
-95:56:26.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16567 Vault Link
http://plansrv1/bridgemaintvault/b16567 GIS FO/SD
Meets Standards H Inv. Method
34.4 Latitude DD
36.12593889 Longitude DD
-95.94056944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17170 x
-10680055.3364775 y
4317964.23481396 |
|||||||||||||||||||||||||||||||||||||
| 16566 | 7280 0290NX | 16566 | Tulsa | U.S.64/S.H.51 W.B. | HARVARD AVE UNDER | 7280 0290NX | 41ft.,53ft.,41ft.,41ft.IBM S | 1965 | 36.12633611 | -95.94056944 | 176.837 | 49.869 | — | 4 | 26 | 3 | 46.916 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 42400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17169 BRKEY
16566 NBI No.
16566 On Under
1 Structure No.
7280 0290NX Control No.
080 Lane Ind.
N Milepoint
02900 Facility Carried
U.S.64/S.H.51 W.B. Feature Intersected
HARVARD AVE UNDER Division
08 County
143 Location
0.7 MI SE 21 ST Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
46.916 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1965 ADT Total
42400 ADT Year
2022 Design Load
HS 20 Skew
26 No. Main Spans
4 Road Width
46.916 Ref. Underclearance Rt.
H Underclearance Right
5.906 Underclearance Left
5.249 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.001 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
49.869 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.1 HS Inv. Rating Method
1 HS Inv. Method
48.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
67840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1404 Max Measured Clearance
1408 Min Measured Clearance
1406 NBI Rating
16566 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.,53ft.,41ft.,41ft.IBM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0290NX H Index
92.2861 Latitude
36:07:34.81 Longitude
-95:56:26.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16566 Vault Link
http://plansrv1/bridgemaintvault/b16566 GIS FO/SD
Meets Standards H Inv. Method
34.4 Latitude DD
36.12633611 Longitude DD
-95.94056944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17169 x
-10680055.3364775 y
4318018.97936957 |
|||||||||||||||||||||||||||||||||||||
| 16565 | 6134T0950 X | 16565 | Pittsburg | CO. RD. E1400 | IND. NATION TP UNDER | 6134T0950 X | 39ft.,2-46.2ft.,39ft. PC BM SPANS | 1965 | 34.98555556 | -95.86055556 | 171.916 | 22.999 | — | 4 | 23 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.6 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 4860 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17168 BRKEY
16565 NBI No.
16565 On Under
1 Structure No.
6134T0950 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1400 Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
32.02 MI'S S. JCT I-40 Sufficiency
70.6 Kind Hwy
4 Level Service
1 Route No.
E1400 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.301 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
4860 ADT Year
2022 Design Load
H 15 Skew
23 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
171.916 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52.8 HS Inv. Rating Method
1 HS Inv. Method
31.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7776 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1701 Min Measured Clearance
1610 NBI Rating
16565 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.,2-46.2ft.,39ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0950 X H Index
93.5417 Latitude
34:59:08 Longitude
-95:51:38 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1400 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.02 NBI Text
16565 Vault Link
http://plansrv1/bridgemaintvault/b16565 GIS FO/SD
FO H Inv. Method
23.3 Latitude DD
34.98555556 Longitude DD
-95.86055556 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17168 x
-10671148.2320995 y
4161918.37557768 |
|||||||||||||||||||||||||||||||||||||
| 16564 | 7218 0903 X | 16564 | Tulsa | 61ST ST. | U.S. 75 UNDER | 7218 0903 X | 30ft.-55ft.-55ft.-30ft. CONT | 1965 | 36.075278 | -96.006389 | 171.916 | 32.999 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17167 BRKEY
16564 NBI No.
16564 On Under
1 Structure No.
7218 0903 X Control No.
Lane Ind.
Milepoint
Facility Carried
61ST ST. Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
9 MI N JCT SH 67 Sufficiency
86.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1965 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1510 Min Measured Clearance
1504 NBI Rating
16564 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
30ft.-55ft.-55ft.-30ft. CONT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0903 X H Index
93.4549 Latitude
36:04:31 Longitude
-96:00:23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
61ST ST. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16564 Vault Link
http://plansrv1/bridgemaintvault/b16564 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.075278 Longitude DD
-96.006389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
17167 x
-10687382.3363809 y
4310984.45865407 |
|||||||||||||||||||||||||||||||||||||
| 16563 | 7218 0603 X | 16563 | Tulsa | 91ST ST. | U.S. 75 UNDER | 7218 0603 X | 31ft.-56ft.-56ft.-31ft. CONT | 1965 | 36.03194444 | -96.00944444 | 176.837 | 31.001 | — | 4 | 11 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17166 BRKEY
16563 NBI No.
16563 On Under
1 Structure No.
7218 0603 X Control No.
Lane Ind.
Milepoint
Facility Carried
91ST ST. Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
6 MI N JCT SH 67 Sufficiency
74.1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1965 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
176.837 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.
4 Deck Rating
6 Super Rating
5 Sub Rating
7 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
2 HS Operating Rating
48.6 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1400 Max Measured Clearance
1409 Min Measured Clearance
1404 NBI Rating
16563 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
1.499 Rt. Curb SW
1.499 Description
31ft.-56ft.-56ft.-31ft. CONT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0603 X H Index
92.5247 Latitude
36:01:55 Longitude
-96:00:34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
91ST ST. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16563 Vault Link
http://plansrv1/bridgemaintvault/b16563 GIS FO/SD
FO H Inv. Method
35.7 Latitude DD
36.03194444 Longitude DD
-96.00944444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
17166 x
-10687722.4664059 y
4305017.76844434 |
|||||||||||||||||||||||||||||||||||||
| 16562 | 6134T0570 X | 16562 | Pittsburg | CO. RD. E1435 | IND. NATION TP UNDER | 6134T0570 X | 39ft.,2-46ft.,39ft. PC BM | 1965 | 34.93472222 | -95.83777778 | 171.916 | 22.999 | — | 4 | 23 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.6 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17165 BRKEY
16562 NBI No.
16562 On Under
1 Structure No.
6134T0570 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1435 Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
35.7 MI S OF I-40 Sufficiency
80.6 Kind Hwy
4 Level Service
1 Route No.
E1435 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.2 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
75 ADT Year
2022 Design Load
H 15 Skew
23 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
171.916 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
26.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1605 Min Measured Clearance
1604 NBI Rating
16562 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.,2-46ft.,39ft. PC BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T0570 X H Index
92.8821 Latitude
34:56:05 Longitude
-95:50:16 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1435_ Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35.74 NBI Text
16562 Vault Link
http://plansrv1/bridgemaintvault/b16562 GIS FO/SD
Meets Standards H Inv. Method
19.9 Latitude DD
34.93472222 Longitude DD
-95.83777778 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17165 x
-10668612.6212285 y
4155013.68914832 |
|||||||||||||||||||||||||||||||||||||
| 16843 | 5107 0621 X | 16843 | Muskogee | U.S. 62 | TAFT LAKE CREEK | 5107 0621 X | 2-10ft.X 10ft.X 70ft. R.C. | 1967 | 35.74017778 | -95.53083056 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17164 BRKEY
16843 NBI No.
16843 On Under
1 Structure No.
5107 0621 X Control No.
007 Lane Ind.
Milepoint
06210 Facility Carried
U.S. 62 Feature Intersected
TAFT LAKE CREEK Division
01 County
101 Location
6.1 MI E JCT SH16 Sufficiency
90.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.1 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
16843 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 70ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5107 0621 X H Index
66.0286 Latitude
35:44:24.64 Longitude
-95:31:50.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16843 Vault Link
http://plansrv1/bridgemaintvault/b16843 GIS FO/SD
Meets Standards H Inv. Method
21.7 Latitude DD
35.74017778 Longitude DD
-95.53083056 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17164 x
-10634443.4129977 y
4264928.87866537 |
|||||||||||||||||||||||||||||||||||||
| 16842 | 0634 0461 X | 16842 | Blaine | S.H. 51 ALT. | CREEK | 0634 0461 X | 2-10ft.X8ft.X62ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1967 | 36.12321111 | -98.47668889 | 25.919 | 64.003 | — | 2 | 30 | 2 | 62.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17163 BRKEY
16842 NBI No.
16842 On Under
1 Structure No.
0634 0461 X Control No.
034 Lane Ind.
Milepoint
04610 Facility Carried
S.H. 51 ALT. Feature Intersected
CREEK Division
05 County
011 Location
4.6 MI N JCT S.H. 51 Sufficiency
99.2 Kind Hwy
3 Level Service
2 Route No.
0051A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.003 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
620 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
62.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
64.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.72 HS Inv. Rating Method
1 HS Inv. Method
49.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
992 Future ADT Year
2042 Bypass Detour
18.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16842 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X62ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0634 0461 X H Index
95.05 Latitude
36:07:23.56 Longitude
-98:28:36.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
16842 Vault Link
http://plansrv1/bridgemaintvault/b16842 GIS FO/SD
Meets Standards H Inv. Method
27.52 Latitude DD
36.12321111 Longitude DD
-98.47668889 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17163 x
-10962374.8622424 y
4317588.30175025 |
|||||||||||||||||||||||||||||||||||||
| 16841 | 4506 0433 X | 16841 | McCurtain | S.H. 3 | CREEK | 4506 0433 X | (2) 10ft. X 10ft. X 136ft. LONG RCB | 1967 | 34.17428056 | -95.07671111 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17162 BRKEY
16841 NBI No.
16841 On Under
1 Structure No.
4506 0433 X Control No.
006 Lane Ind.
Milepoint
04330 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
089 Location
4.2 E PUSHMATAHA C/L Sufficiency
87.8 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
1500 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
16 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
93.88 HS Inv. Rating Method
2 HS Inv. Method
56.32 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2042 Bypass Detour
70.214944 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
16841 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 136ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4506 0433 X H Index
99.7574 Latitude
34:10:27.41 Longitude
-95:04:36.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31 NBI Text
16841 Vault Link
http://plansrv1/bridgemaintvault/b16841 GIS FO/SD
Meets Standards H Inv. Method
47.66 Latitude DD
34.17428056 Longitude DD
-95.07671111 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17162 x
-10583891.0670644 y
4052227.72290071 |
|||||||||||||||||||||||||||||||||||||
| 16840 | 2646 0270 X | 16840 | Grady | U.S. 81 BUS. | CREEK | 2646 0270 X | 2-10ft.X 7ft.X 62ft. R.C.B WITH 4ft. ADDft.L CURTAIN WALLS | 1967 | 34.80311667 | -97.965725 | 22.999 | 62.001 | — | 2 | 60 | 2 | 62.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 680 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17161 BRKEY
16840 NBI No.
16840 On Under
1 Structure No.
2646 0270 X Control No.
046 Lane Ind.
Milepoint
02700 Facility Carried
U.S. 81 BUS. Feature Intersected
CREEK Division
07 County
051 Location
1.3 MI N SH17 Sufficiency
87.1 Kind Hwy
3 Level Service
6 Route No.
0081B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
680 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
2 Road Width
62.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
62.001 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
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.5 HS Inv. Rating Method
1 HS Inv. Method
23.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1088 Future ADT Year
2042 Bypass Detour
3.7 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16840 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 62ft. R.C.B WITH 4ft. ADDft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2646 0270 X H Index
94.2912 Latitude
34:48:11.22 Longitude
-97:57:56.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 BUS. Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
88-26 NBI Text
16840 Vault Link
http://plansrv1/bridgemaintvault/b16840 GIS FO/SD
Meets Standards H Inv. Method
15.4 Latitude DD
34.80311667 Longitude DD
-97.965725 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17161 x
-10905494.6221939 y
4137157.5702648 |
|||||||||||||||||||||||||||||||||||||
| 16839 | 6822 0258SX | 16839 | Sequoyah | I-40 EB | CO. RD. UNDER | 6822 0258SX | 20ft. X 14ft. X 59ft. LONG RCB SK 17° | 1967 | 35.49099444 | -95.05566111 | 22 | 55 | — | 1 | 17 | 2 | 53 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17160 BRKEY
16839 NBI No.
16839 On Under
1 Structure No.
6822 0258SX Control No.
022 Lane Ind.
S Milepoint
02580 Facility Carried
I-40 EB Feature Intersected
CO. RD. UNDER Division
01 County
135 Location
2.58 E MUSKOGEE C/L Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
8200 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
1 Road Width
53 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
38 Span Type Main
M Material
1 - Concrete Design
19 Length
22 Deck Width
55 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.5 HS Inv. Rating Method
1 HS Inv. Method
44.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13120 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
1308 Max Measured Clearance
1400 Min Measured Clearance
1311 NBI Rating
16839 ODOT County
68 Nav. Control
N 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
20ft. X 14ft. X 59ft. LONG RCB SK 17° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0258SX H Index
99.4407 Latitude
35:29:27.58 Longitude
-95:03:20.38 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-0258S NBI Text
16839 Vault Link
http://plansrv1/bridgemaintvault/b16839 GIS FO/SD
FO H Inv. Method
24.9 Latitude DD
35.49099444 Longitude DD
-95.05566111 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17160 x
-10581547.7917832 y
4230807.14062341 |
|||||||||||||||||||||||||||||||||||||
| 16838 | 6822 0258NX | 16838 | Sequoyah | I-40 WB | CO. RD. UNDER | 6822 0258NX | 20ft. X 14ft. X 105ft. LONG RCB SK 21° | 1967 | 35.49186111 | -95.05606111 | 22 | 97 | — | 1 | 21 | 2 | 95 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17159 BRKEY
16838 NBI No.
16838 On Under
1 Structure No.
6822 0258NX Control No.
022 Lane Ind.
N Milepoint
02580 Facility Carried
I-40 WB Feature Intersected
CO. RD. UNDER Division
01 County
135 Location
2.58 E MUSKOGEE C/L Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
8300 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
1 Road Width
95 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
38 Span Type Main
M Material
1 - Concrete Design
19 Length
22 Deck Width
97 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.5 HS Inv. Rating Method
1 HS Inv. Method
44.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13280 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
1308 Max Measured Clearance
1401 Min Measured Clearance
1400 NBI Rating
16838 ODOT County
68 Nav. Control
N 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
20ft. X 14ft. X 105ft. LONG RCB SK 21° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6822 0258NX H Index
98.0858 Latitude
35:29:30.7 Longitude
-95:03:21.82 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22-0258N NBI Text
16838 Vault Link
http://plansrv1/bridgemaintvault/b16838 GIS FO/SD
FO H Inv. Method
24.9 Latitude DD
35.49186111 Longitude DD
-95.05606111 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17159 x
-10581592.3195795 y
4230925.63359794 |
|||||||||||||||||||||||||||||||||||||
| 16746 | 1406 1066 X | 16746 | Cleveland | I-35 | MAIN ST. UNDER | 1406 1066 X | 32ft.-71ft.-32ft. I-BM. SPANS SKEWED 71DEG 24 MIN | 1966 | 35.33843611 | -97.49187778 | 134.514 | 123.999 | — | 3 | 19 | 6 | 121.391 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 113500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17157 BRKEY
16746 NBI No.
16746 On Under
1 Structure No.
1406 1066 X Control No.
006 Lane Ind.
Milepoint
10660 Facility Carried
I-35 Feature Intersected
MAIN ST. UNDER Division
03 County
027 Location
10.6 MI N MCCLAIN C/L Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
113500 ADT Year
2022 Design Load
HS 20 Skew
19 No. Main Spans
3 Road Width
121.391 Ref. Underclearance Rt.
H Underclearance Right
7.546 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
121.001 Span Type Main
M Material
3 - Steel Design
02 Length
134.514 Deck Width
123.999 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
181600 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1505 Min Measured Clearance
1505 NBI Rating
16746 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-71ft.-32ft. I-BM. SPANS SKEWED 71DEG 24 MIN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 1066 X H Index
98.667 Latitude
35:20:18.37 Longitude
-97:29:30.76 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16746 Vault Link
http://plansrv1/bridgemaintvault/b16746 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.33843611 Longitude DD
-97.49187778 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17157 x
-10852746.1909497 y
4209968.90323709 |
|||||||||||||||||||||||||||||||||||||
| 16745 | 1406R1066EX | 16745 | Cleveland | I-35 | MAIN ST. UNDER | 1406R1066EX | 32ft.-71ft.-32ft. I-BM. SPANS SKEWED 71DEG 24 MIN | 1966 | 35.33833333 | -97.49166667 | 136.155 | 51.509 | — | 3 | 19 | 4 | 48.885 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 47300 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
17156 BRKEY
16745 NBI No.
16745 On Under
1 Structure No.
1406R1066EX Control No.
006 Lane Ind.
E Milepoint
10660 Facility Carried
I-35 Feature Intersected
MAIN ST. UNDER Division
03 County
027 Location
10.6 MI N MCCLAIN C/L Sufficiency
62 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1966 ADT Total
47300 ADT Year
2001 Design Load
HS 20 Skew
19 No. Main Spans
3 Road Width
48.885 Ref. Underclearance Rt.
H Underclearance Right
7.546 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
136.155 Deck Width
51.509 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
73529 Future ADT Year
2018 Bypass Detour
18.019764 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
16745 ODOT County
14 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
32ft.-71ft.-32ft. I-BM. SPANS SKEWED 71DEG 24 MIN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1406R1066EX H Index
80.6855 Latitude
35:20:18 Longitude
-97:29:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16745 Vault Link
http://plansrv1/bridgemaintvault/b16745 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.33833333 Longitude DD
-97.49166667 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17156 x
-10852722.690292 y
4209954.8776001 |
|||||||||||||||||||||||||||||||||||||
| 16744 | 1422 0612 X | 16744 | Cleveland | S.H. 39 | BUCKHEAD CREEK | 1422 0612 X | 3-45ft. PRESTRESSED CO | 1966 | 35.014875 | -97.23470278 | 136.155 | 45.276 | — | 3 | 30 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | Satisfactory (6) | Very good (8) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17155 BRKEY
16744 NBI No.
16744 On Under
1 Structure No.
1422 0612 X Control No.
022 Lane Ind.
Milepoint
06120 Facility Carried
S.H. 39 Feature Intersected
BUCKHEAD CREEK Division
03 County
027 Location
6.2 MI E JCT US77 Sufficiency
84 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.995 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
1966 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
136.155 Deck Width
45.276 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
65.243975 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
16744 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
8 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1422 0612 X H Index
99.8337 Latitude
35:00:53.55 Longitude
-97:14:04.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 39 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16744 Vault Link
http://plansrv1/bridgemaintvault/b16744 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.014875 Longitude DD
-97.23470278 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17155 x
-10824117.6009049 y
4165902.78092873 |
|||||||||||||||||||||||||||||||||||||
| 16743 | 7290 0418WX | 16743 | Tulsa | S.H. 11(EB) | B.N. & S.F. R.R. UNDER | 7290 0418WX | 46ft.,47ft.,46ft. I-BM SPA | 1966 | 36.182581 | -95.8894 | 138.05 | 46.59 | — | 3 | 30 | 3 | 43.59 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 17150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17154 BRKEY
16743 NBI No.
16743 On Under
1 Structure No.
7290 0418WX Control No.
090 Lane Ind.
W Milepoint
04180 Facility Carried
S.H. 11(EB) Feature Intersected
B.N. & S.F. R.R. UNDER Division
08 County
143 Location
1.2 MI SE SHERIDAN RD Sufficiency
80.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
43.59 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1966 ADT Total
17150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
43.59 Ref. Underclearance Rt.
R Underclearance Right
21 Underclearance Left
21 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
43.59 Span Type Main
M Material
3 - Steel Design
02 Length
138.05 Deck Width
46.59 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
2 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.8 HS Inv. Rating Method
3 HS Inv. Method
44.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
27440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2300 Min Measured Clearance
2300 NBI Rating
16743 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
46ft.,47ft.,46ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0418WX H Index
59.7385 Latitude
36:10:57.29 Longitude
-95:53:21.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
16743 Vault Link
http://plansrv1/bridgemaintvault/b16743 GIS FO/SD
FO H Inv. Method
43.4 Latitude DD
36.182581 Longitude DD
-95.8894 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17154 x
-10674359.1804725 y
4325773.40627869 |
|||||||||||||||||||||||||||||||||||||
| 16742 | 7290 0418EX | 16742 | Tulsa | S.H. 11 WB | B.N. & S.F. R.R. UNDER | 7290 0418EX | 46ft.,47ft.,46ft. I-BM SPA | 1966 | 36.182622 | -95.888878 | 138.052 | 47.5 | — | 3 | 29 | 3 | 44.5 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 17150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17153 BRKEY
16742 NBI No.
16742 On Under
1 Structure No.
7290 0418EX Control No.
090 Lane Ind.
E Milepoint
04180 Facility Carried
S.H. 11 WB Feature Intersected
B.N. & S.F. R.R. UNDER Division
08 County
143 Location
1.2 MI SE SHERIDAN RD Sufficiency
80.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
44.5 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1966 ADT Total
17150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
29 No. Main Spans
3 Road Width
44.5 Ref. Underclearance Rt.
R Underclearance Right
19.083 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
138.052 Deck Width
47.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
3 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.7 HS Inv. Rating Method
3 HS Inv. Method
53.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
27440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2300 Min Measured Clearance
2300 NBI Rating
16742 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
46ft.,47ft.,46ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0418EX H Index
58.9855 Latitude
36:10:57.44 Longitude
-95:53:19.96 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16742 Vault Link
http://plansrv1/bridgemaintvault/b16742 GIS FO/SD
FO H Inv. Method
51.4 Latitude DD
36.182622 Longitude DD
-95.888878 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
17153 x
-10674301.0716983 y
4325779.06093746 |
|||||||||||||||||||||||||||||||||||||
| 16561 | 7218 0551 X | 16561 | Tulsa | JENKS RD. | U.S. 75 UNDER | 7218 0551 X | 31ft.-56ft.-56ft.-31ft. CONT | 1965 | 36.024722 | -96.011111 | 176.837 | 31.001 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.8 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17146 BRKEY
16561 NBI No.
16561 On Under
1 Structure No.
7218 0551 X Control No.
Lane Ind.
Milepoint
Facility Carried
JENKS RD. Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
5.5 MI N JCT SH 67 Sufficiency
74.8 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1965 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
176.837 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.
4 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1507 Max Measured Clearance
1507 Min Measured Clearance
1406 NBI Rating
16561 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
1.499 Rt. Curb SW
1.499 Description
31ft.-56ft.-56ft.-31ft. CONT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0551 X H Index
90.5044 Latitude
36:01:29 Longitude
-96:00:40 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
JENKS ROAD Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16561 Vault Link
http://plansrv1/bridgemaintvault/b16561 GIS FO/SD
FO H Inv. Method
20 Latitude DD
36.024722 Longitude DD
-96.011111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17146 x
-10687907.9870165 y
4304023.61453491 |
|||||||||||||||||||||||||||||||||||||
| 16557 | 7218R0804 X | 16557 | Tulsa | FAU 8301 (71ST) | U.S. 75 UNDER | 7218 0804 X | 30ft.-55ft.-55ft.-30ft. CONT | 1965 | 36.06101389 | -96.00636667 | 171.916 | 31.001 | — | 4 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 5000 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
17142 BRKEY
16557 NBI No.
16557 On Under
1 Structure No.
7218R0804 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 8301 (71ST) Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
8 MI N JCT SH 67 Sufficiency
76.4 Kind Hwy
5 Level Service
1 Route No.
08301 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1965 ADT Total
5000 ADT Year
2004 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 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
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8000 Future ADT Year
2024 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1405 Max Measured Clearance
1410 Min Measured Clearance
1407 NBI Rating
16557 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
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0804 X H Index
86.351 Latitude
36:03:39.65 Longitude
-96:00:22.92 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
FAU 8301 (71ST) Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16557 Vault Link
http://plansrv1/bridgemaintvault/b16557 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.06101389 Longitude DD
-96.00636667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17142 x
-10687379.8506167 y
4309020.04020576 |
|||||||||||||||||||||||||||||||||||||
| 16556 | 4603 0318 X | 16556 | McIntosh | U.S. 69 BUS. | U.S. 69 UNDER | 4603 0318 X | 35ft. - (2) 52ft. - 35ft. CONTINUOUS CONCRETE SLAB SK 30° | 1965 | 35.26275278 | -95.589225 | 176.001 | 25 | — | 4 | 30 | 1 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17141 BRKEY
16556 NBI No.
16556 On Under
1 Structure No.
4603 0318 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 69 BUS. Feature Intersected
U.S. 69 UNDER Division
01 County
091 Location
3.2 N PITTSBURG C/L Sufficiency
90 Kind Hwy
2 Level Service
1 Route No.
0069B Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1965 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
11.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
176.001 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.7 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 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
1605 Max Measured Clearance
1709 Min Measured Clearance
1608 NBI Rating
16556 ODOT County
46 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
2.5 Rt. Curb SW
2.5 Description
35ft. - (2) 52ft. - 35ft. CONTINUOUS CONCRETE SLAB SK 30° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 0318 X H Index
88.3113 Latitude
35:15:45.91 Longitude
-95:35:21.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 69 BUS Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0318 NBI Text
16556 Vault Link
http://plansrv1/bridgemaintvault/b16556 GIS FO/SD
FO H Inv. Method
35.7 Latitude DD
35.26275278 Longitude DD
-95.589225 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17141 x
-10640943.8523236 y
4199645.77515578 |
|||||||||||||||||||||||||||||||||||||
| 16837 | 2702 0078 X | 16837 | Grant | U.S. 60/U.S. 64&81 | CREEK | 2702 0078 X | 3-8ft.X 5ft.X 60ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1967 | 36.60486389 | -97.87530833 | 25.331 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17140 BRKEY
16837 NBI No.
16837 On Under
1 Structure No.
2702 0078 X Control No.
002 Lane Ind.
Milepoint
00780 Facility Carried
U.S. 60/U.S. 64&81 Feature Intersected
CREEK Division
04 County
053 Location
.8 MI N GARFIELD C/L Sufficiency
85 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 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
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
41.998 Span Type Main
M Material
1 - Concrete Design
19 Length
25.331 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.18 HS Inv. Rating Method
1 HS Inv. Method
30.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16837 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 5ft.X 60ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2702 0078 X H Index
96.9677 Latitude
36:36:17.51 Longitude
-97:52:31.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60,64,81 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16837 Vault Link
http://plansrv1/bridgemaintvault/b16837 GIS FO/SD
Meets Standards H Inv. Method
17.11 Latitude DD
36.60486389 Longitude DD
-97.87530833 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17140 x
-10895429.4845302 y
4384172.09415992 |
|||||||||||||||||||||||||||||||||||||
| 16836 | 4737 0048 X | 16836 | Major | S.H. 51 A | CREEK | 4737 0048 X | 2-10ft. X 10ft. X 82.4ft. | 1967 | 36.17202222 | -98.47701944 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | 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 | 630 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17139 BRKEY
16836 NBI No.
16836 On Under
1 Structure No.
4737 0048 X Control No.
037 Lane Ind.
Milepoint
00480 Facility Carried
S.H. 51 A Feature Intersected
CREEK Division
06 County
093 Location
0.5 MI N BLAINE C/L Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
0051A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
630 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
99.97 HS Inv. Rating Method
2 HS Inv. Method
99.6 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1008 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
16836 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 82.4ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4737 0048 X H Index
94.4282 Latitude
36:10:19.28 Longitude
-98:28:37.27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51A Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16836 Vault Link
http://plansrv1/bridgemaintvault/b16836 GIS FO/SD
Meets Standards H Inv. Method
60.53 Latitude DD
36.17202222 Longitude DD
-98.47701944 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17139 x
-10962411.6589001 y
4324317.25361888 |
|||||||||||||||||||||||||||||||||||||
| 16835 | 4737 0010 X | 16835 | Major | S.H. 51 A | CREEK | 4737 0010 X | 2-10ft. X 10ft. X 74.4ft.L | 1967 | 36.16659722 | -98.47705278 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | 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 | 630 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17138 BRKEY
16835 NBI No.
16835 On Under
1 Structure No.
4737 0010 X Control No.
037 Lane Ind.
Milepoint
00100 Facility Carried
S.H. 51 A Feature Intersected
CREEK Division
06 County
093 Location
0.1 MI N BLAINE C/L Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
0051A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
630 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
126.3 HS Inv. Rating Method
1 HS Inv. Method
75.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1008 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
16835 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 74.4ft.L Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4737 0010 X H Index
94.0033 Latitude
36:09:59.75 Longitude
-98:28:37.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16835 Vault Link
http://plansrv1/bridgemaintvault/b16835 GIS FO/SD
Meets Standards H Inv. Method
49.3 Latitude DD
36.16659722 Longitude DD
-98.47705278 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17138 x
-10962415.3702919 y
4323569.17263426 |
|||||||||||||||||||||||||||||||||||||
| 16741 | 0905 2227SX | 16741 | Canadian | I-40 EB | SIX MILE CREEK | 0905 2227SX | 3-40ft. I-BM. SPANS | 1966 | 35.50108611 | -97.925225 | 120.079 | 40.4 | — | 3 | 0 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 20350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17134 BRKEY
16741 NBI No.
16741 On Under
1 Structure No.
0905 2227SX Control No.
005 Lane Ind.
S Milepoint
22270 Facility Carried
I-40 EB Feature Intersected
SIX MILE CREEK Division
04 County
017 Location
22.3 MI. E. CADDO CO Sufficiency
85.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1966 ADT Total
20350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
120.079 Deck Width
40.4 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
7 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
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
32560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16741 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2227SX H Index
91.6518 Latitude
35:30:03.91 Longitude
-97:55:30.81 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16741 Vault Link
http://plansrv1/bridgemaintvault/b16741 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.50108611 Longitude DD
-97.925225 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17134 x
-10900986.1828167 y
4232186.97452871 |
|||||||||||||||||||||||||||||||||||||
| 16740 | 0905 2227NX | 16740 | Canadian | I-40 WB | SIX MILE CREEK | 0905 2227NX | 3-40ft. I-BM. SPANS | 1966 | 35.50137778 | -97.925225 | 120.079 | 40.4 | — | 3 | 0 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 18800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17133 BRKEY
16740 NBI No.
16740 On Under
1 Structure No.
0905 2227NX Control No.
005 Lane Ind.
N Milepoint
22270 Facility Carried
I-40 WB Feature Intersected
SIX MILE CREEK Division
04 County
017 Location
22.3 MI. E. CADDO CO Sufficiency
85.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1966 ADT Total
18800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
120.079 Deck Width
40.4 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
5 Sub Rating
6 Chan. Rating
7 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
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16740 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 2227NX H Index
90.5639 Latitude
35:30:04.96 Longitude
-97:55:30.81 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16740 Vault Link
http://plansrv1/bridgemaintvault/b16740 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.50137778 Longitude DD
-97.925225 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17133 x
-10900986.1828167 y
4232226.85714134 |
|||||||||||||||||||||||||||||||||||||
| 16739 | 4043 2069 X | 16739 | Le Flore | S.H. 1 | U.S. 259 UNDER | 4043 2069 X | 35ft. - 50ft. - 35ft. CONTINUOUS CONCRETE SLAB | 1966 | 34.7125 | -94.64944444 | 121 | 31 | — | 3 | 0 | 2 | 28 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.6 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 80 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17132 BRKEY
16739 NBI No.
16739 On Under
1 Structure No.
4043 2069 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 1 Feature Intersected
U.S. 259 UNDER Division
02 County
079 Location
JCT SH-1/US-259 Sufficiency
77.6 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1966 ADT Total
80 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
H Underclearance Right
8.9 Underclearance Left
5.1 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
121 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
128 Future ADT Year
2042 Bypass Detour
60 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1800 Min Measured Clearance
1608 NBI Rating
16739 ODOT County
40 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
35ft. - 50ft. - 35ft. CONTINUOUS CONCRETE SLAB Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4043 2069 X H Index
92.4447 Latitude
34:42:45 Longitude
-94:38:58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 1 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
174 NBI Text
16739 Vault Link
http://plansrv1/bridgemaintvault/b16739 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
34.7125 Longitude DD
-94.64944444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17132 x
-10536327.958927 y
4124879.35559265 |