ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
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| 13795 | 4204 0066 X | 13795 | Logan | U.S. 77 | BIRD CREEK | 4204 0066 X | (13ft.-17ft.-13ft.) X 15ft. X 72ft. RCB SK60 DEG. W/ 4ft. CURTAIN WALLS DOWNSTREAM | 1957 | 35.88967222 | -97.42391667 | 51.535 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14280 BRKEY
13795 NBI No.
13795 On Under
1 Structure No.
4204 0066 X Control No.
004 Lane Ind.
Milepoint
00660 Facility Carried
U.S. 77 Feature Intersected
BIRD CREEK Division
04 County
083 Location
.7 MI N JCT SH 33 Sufficiency
93.8 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
45.157 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
1957 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
51.535 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6240 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13795 ODOT County
42 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
(13ft.-17ft.-13ft.) X 15ft. X 72ft. RCB SK60 DEG. W/ 4ft. CURTAIN WALLS DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4204 0066 X H Index
97.6976 Latitude
35:53:22.82 Longitude
-97:25:26.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13795 Vault Link
http://plansrv1/bridgemaintvault/b13795 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.88967222 Longitude DD
-97.42391667 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
14280 x
-10845180.7947907 y
4285451.03959869 |
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| 13794 | 2026 0060 X | 13794 | Custer | S.H. 47 | HORSE CREEK | 2026 0060 X | (13ft.-17ft.-13ft.)X15ft.X59 R.C.B., SK. 30 DEG. R.F. | 1957 | 35.75430556 | -98.958675 | 54.134 | 61.001 | — | 3 | 30 | 2 | 59.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | 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 | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14279 BRKEY
13794 NBI No.
13794 On Under
1 Structure No.
2026 0060 X Control No.
026 Lane Ind.
Milepoint
00600 Facility Carried
S.H. 47 Feature Intersected
HORSE CREEK Division
05 County
039 Location
0.6 MI E JCT U.S. 183 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
59.003 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
1957 ADT Total
600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
59.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
61.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
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
960 Future ADT Year
2042 Bypass Detour
19.262507 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
13794 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
(13ft.-17ft.-13ft.)X15ft.X59 R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2026 0060 X H Index
96.7 Latitude
35:45:15.5 Longitude
-98:57:31.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13794 Vault Link
http://plansrv1/bridgemaintvault/b13794 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.75430556 Longitude DD
-98.958675 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14279 x
-11016029.310577 y
4266866.64751585 |
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| 13793 | 1801T0750 X | 13793 | Craig | CO. RD. E0290 | WILL ROGERS TP I-44 UND | 1801T0750 X | 33ft.,2-43ft.,33ft. I-BM S | 1957 | 36.5977 | -95.19238056 | 153.871 | 21.699 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14278 BRKEY
13793 NBI No.
13793 On Under
1 Structure No.
1801T0750 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0290 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
44.13 MI.NE OF TP GATE Sufficiency
68.6 Kind Hwy
4 Level Service
1 Route No.
E0290 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
153.871 Deck Width
21.699 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
58.4 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
1500 Min Measured Clearance
1411 NBI Rating
13793 ODOT County
18 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
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0750 X H Index
88.2595 Latitude
36:35:51.72 Longitude
-95:11:32.57 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0290 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
44.13 NBI Text
13793 Vault Link
http://plansrv1/bridgemaintvault/b13793 GIS FO/SD
FO H Inv. Method
25.4 Latitude DD
36.5977 Longitude DD
-95.19238056 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14278 x
-10596767.3313387 y
4383178.72535019 |
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| 13603 | 6102 0667 X | 13603 | Pittsburg | U.S. 69 | CREEK | 6102 0667 X | (3) 10ft. X 10ft. X 141ft. RCB SK 30 DEG. | 1956 | 34.76570833 | -95.88816389 | 37.001 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14268 BRKEY
13603 NBI No.
13603 On Under
1 Structure No.
6102 0667 X Control No.
002 Lane Ind.
Milepoint
06670 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
02 County
121 Location
3.2 N JCT SH 63 Sufficiency
69.8 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1956 ADT Total
16600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
61.05 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26560 Future ADT Year
2042 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13603 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 141ft. RCB SK 30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6102 0667 X H Index
94.5326 Latitude
34:45:56.55 Longitude
-95:53:17.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
005 NBI Text
13603 Vault Link
http://plansrv1/bridgemaintvault/b13603 GIS FO/SD
Meets Standards H Inv. Method
33.92 Latitude DD
34.76570833 Longitude DD
-95.88816389 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14268 x
-10674221.5773368 y
4132087.24885103 |
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| 13602 | 7236 0662 X | 13602 | Tulsa | S.H. 11 | CREEK | 7236 0662 X | 3-10ft.X 4ft.X 40ft. R.C.B | 1956 | 36.32816944 | -95.99147222 | 33 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14267 BRKEY
13602 NBI No.
13602 On Under
1 Structure No.
7236 0662 X Control No.
036 Lane Ind.
Milepoint
06620 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
08 County
143 Location
6.6 MI S WASH. C/L Sufficiency
81.6 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
5800 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
FG Appr. Roadway Width
36 Span Type Main
M Material
1 - Concrete Design
19 Length
33 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.5 HS Inv. Rating Method
1 HS Inv. Method
37.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13602 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 4ft.X 40ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7236 0662 X H Index
67 Latitude
36:19:41.41 Longitude
-95:59:29.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13602 Vault Link
http://plansrv1/bridgemaintvault/b13602 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
36.32816944 Longitude DD
-95.99147222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14267 x
-10685721.8080271 y
4345871.44519938 |
|||||||||||||||||||||||||||||||||||||
| 13601 | 6602R0536WX | 13601 | Rogers | S.H. 66 | CREEK | 6602 0536WX | 3-10ft.X4ft.X36ft. RCB | 1956 | 36.22553611 | -95.70451111 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 9250 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
14266 BRKEY
13601 NBI No.
13601 On Under
1 Structure No.
6602R0536WX Control No.
002 Lane Ind.
W Milepoint
05360 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
131 Location
5.0 MI N JCT I 44 Sufficiency
99.9 Kind Hwy
3 Level Service
1 Route No.
00066 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
1956 ADT Total
9250 ADT Year
2006 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
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 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
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
14800 Future ADT Year
2026 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13601 ODOT County
66 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
3-10ft.X4ft.X36ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0536WX H Index
94.6705 Latitude
36:13:31.93 Longitude
-95:42:16.24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13601 Vault Link
http://plansrv1/bridgemaintvault/b13601 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.22553611 Longitude DD
-95.70451111 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14266 x
-10653777.4433844 y
4331699.33480232 |
|||||||||||||||||||||||||||||||||||||
| 13600 | 5004 0482 X | 13600 | Murray | U.S. 77 | CREEK | 5004 0482 X | 3-10ft.X 12ft.X 44ft. R.C.B. | 1956 | 34.57125278 | -97.13786111 | 39.042 | 46.001 | — | 3 | 60 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14265 BRKEY
13600 NBI No.
13600 On Under
1 Structure No.
5004 0482 X Control No.
004 Lane Ind.
Milepoint
04820 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
07 County
099 Location
4.9 MI N JCT SH7 Sufficiency
94.2 Kind Hwy
2 Level Service
1 Route No.
00077 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
07 - Major Collector (Rural) Year Built
1956 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
46.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
34.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
16.777022 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
13600 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 44ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5004 0482 X H Index
93.448 Latitude
34:34:16.51 Longitude
-97:08:16.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-50 NBI Text
13600 Vault Link
http://plansrv1/bridgemaintvault/b13600 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
34.57125278 Longitude DD
-97.13786111 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14265 x
-10813337.2355129 y
4105767.68341366 |
|||||||||||||||||||||||||||||||||||||
| 13599 | 2228 0340 X | 13599 | Dewey | S.H. 47 | CREEK | 2228 0340 X | 3-10ft.X12ft.X74ft. RDY. R.C.B. | 1956 | 35.84108333 | -99.29790278 | 34.121 | 76.001 | — | 3 | 0 | 2 | 74.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14264 BRKEY
13599 NBI No.
13599 On Under
1 Structure No.
2228 0340 X Control No.
028 Lane Ind.
Milepoint
03400 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
043 Location
3.4 MI E JCT S.H. 34 Sufficiency
97.3 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
74.003 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
1956 ADT Total
590 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
74.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
76.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
99.97 HS Inv. Rating Method
1 HS Inv. Method
90.18 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
944 Future ADT Year
2042 Bypass Detour
52.19518 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
13599 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X12ft.X74ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2228 0340 X H Index
93.4 Latitude
35:50:27.9 Longitude
-99:17:52.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13599 Vault Link
http://plansrv1/bridgemaintvault/b13599 GIS FO/SD
Meets Standards H Inv. Method
75.27 Latitude DD
35.84108333 Longitude DD
-99.29790278 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14264 x
-11053791.9743096 y
4278776.65815998 |
|||||||||||||||||||||||||||||||||||||
| 13598 | 5810 0185 X | 13598 | Ottawa | U.S. 60 | CREEK | 5810 0185 X | 3-10ft. X 8ft. X 44ft. R.C. BOX WITH HANDRAILS | 1956 | 36.72522222 | -94.90056944 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14263 BRKEY
13598 NBI No.
13598 On Under
1 Structure No.
5810 0185 X Control No.
010 Lane Ind.
Milepoint
01850 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
1.5 MI E US 69 Sufficiency
95.4 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.001 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
1956 ADT Total
3700 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
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.3 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13598 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 44ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5810 0185 X H Index
97.1859 Latitude
36:43:30.8 Longitude
-94:54:02.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13598 Vault Link
http://plansrv1/bridgemaintvault/b13598 GIS FO/SD
Meets Standards H Inv. Method
19.4 Latitude DD
36.72522222 Longitude DD
-94.90056944 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14263 x
-10564283.0660525 y
4400875.20246066 |
|||||||||||||||||||||||||||||||||||||
| 13891 | 5801T1531 XR | 13891 | Ottawa | MIAMI INTERCHANGE | WILL ROGERS TP I-44 UND | 5801T1531 X | 36ft.,60ft.,43ft.,36ft. I-BM | 1957 | 36.8654 | -94.84955556 | 176.837 | 39.701 | — | 4 | 0 | 2 | 33.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 06 - Minor Arterial (Rural) | Y | 12610 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14262 BRKEY
13891 NBI No.
13891 On Under
1 Structure No.
5801T1531 XR Control No.
Lane Ind.
Milepoint
Facility Carried
MIAMI INTERCHANGE Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
72.37 MI NE OF TP GATE Sufficiency
71 Kind Hwy
8 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
12610 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
33.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.905 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
39.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.3 HS Inv. Rating Method
1 HS Inv. Method
49.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20176 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1511 Min Measured Clearance
1510 NBI Rating
13891 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,60ft.,43ft.,36ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1531 X H Index
89.6684 Latitude
36:51:55.44 Longitude
-94:50:58.4 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
MIAMI INTERCHANGE Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
72.37 NBI Text
13891 Vault Link
http://plansrv1/bridgemaintvault/b13891 GIS FO/SD
FO H Inv. Method
39.3 Latitude DD
36.8654 Longitude DD
-94.84955556 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14262 x
-10558604.2269075 y
4420361.85264031 |
|||||||||||||||||||||||||||||||||||||
| 13890 | 6630T1290 XR | 13890 | Rogers | CLAREMORE INTERCH | WILL ROGERS TP I-44 UND | 6630T1290 X | 36ft.-43ft.-61ft.-36ft. I-BM | 1957 | 36.30083333 | -95.59111111 | 176.837 | 39.701 | — | 4 | 0 | 2 | 33.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 06 - Minor Arterial (Rural) | Y | 12730 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14261 BRKEY
13890 NBI No.
13890 On Under
1 Structure No.
6630T1290 XR Control No.
Lane Ind.
Milepoint
Facility Carried
CLAREMORE INTERCH Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
13.51 MI.NE OF TP GATE Sufficiency
71 Kind Hwy
8 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
12730 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
33.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.905 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
39.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
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
105.5 HS Inv. Rating Method
1 HS Inv. Method
63.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20368 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1507 Min Measured Clearance
1507 NBI Rating
13890 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.-43ft.-61ft.-36ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1290 X H Index
94.645 Latitude
36:18:03 Longitude
-95:35:28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
CLAREMORE INTERCHANGE Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
13.51 NBI Text
13890 Vault Link
http://plansrv1/bridgemaintvault/b13890 GIS FO/SD
FO H Inv. Method
46 Latitude DD
36.30083333 Longitude DD
-95.59111111 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14261 x
-10641153.8131284 y
4342094.92074674 |
|||||||||||||||||||||||||||||||||||||
| 13889 | 2433R1306 X | 13889 | Garfield | S.H. 132 | TURKEY CREEK | 2433 1306 X | 50ft.-70ft.-50ft. PRESTRESSED CONC. BM. SPANS | 1957 | 36.355825 | -98.03298056 | 171.001 | 28.999 | — | 3 | 0 | 2 | 26.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 9.8 | Serious (3) | Poor (4) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
14260 BRKEY
13889 NBI No.
13889 On Under
1 Structure No.
2433R1306 X Control No.
033 Lane Ind.
Milepoint
13060 Facility Carried
S.H. 132 Feature Intersected
TURKEY CREEK Division
04 County
047 Location
13.3 N KINGFISHER CO Sufficiency
9.8 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
1500 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
171.001 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
3 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.596 HS Inv. Rating Method
1 HS Inv. Method
16.424 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2032 Bypass Detour
34 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13889 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
50ft.-70ft.-50ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2433 1306 X H Index
79.1237 Latitude
36:21:20.97 Longitude
-98:01:58.73 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 132 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13889 Vault Link
http://plansrv1/bridgemaintvault/b13889 GIS FO/SD
SD H Inv. Method
12.787 Latitude DD
36.355825 Longitude DD
-98.03298056 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14260 x
-10912981.4768861 y
4349693.45062308 |
|||||||||||||||||||||||||||||||||||||
| 13888 | 4941T0990 X | 13888 | Mayes | CO. RD. 4902C EW35 | WILL ROGERS TP I-44 UND | 4941T0990 X | 39ft.,2-49ft.,39ft. I-BM S | 1957 | 36.48119722 | -95.31470278 | 178.15 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14259 BRKEY
13888 NBI No.
13888 On Under
1 Structure No.
4941T0990 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 4902C EW35 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
33.46 MI.NE OF TP GATE Sufficiency
83.1 Kind Hwy
4 Level Service
1 Route No.
4902C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.6 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.904 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
56.1 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
1411 Min Measured Clearance
1411 NBI Rating
13888 ODOT County
49 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.,2-49ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T0990 X H Index
86.3147 Latitude
36:28:52.31 Longitude
-95:18:52.93 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 4902C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
33.50 NBI Text
13888 Vault Link
http://plansrv1/bridgemaintvault/b13888 GIS FO/SD
FO H Inv. Method
25.8 Latitude DD
36.48119722 Longitude DD
-95.31470278 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14259 x
-10610384.1785818 y
4367036.98515025 |
|||||||||||||||||||||||||||||||||||||
| 13887 | 1801R0520 X | 13887 | Craig | BIG CABIN INTERCH | WILL ROGERS TP I-44 UND | 1801T0520 X | 36ft.,43ft.,61ft.,36ft. I-BM | 1957 | 36.65333333 | -95.095 | 176.837 | 39.701 | — | 4 | 0 | 2 | 33.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66 | Satisfactory (6) | Serious (3) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 06 - Minor Arterial (Rural) | Y | 14100 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
14258 BRKEY
13887 NBI No.
13887 On Under
1 Structure No.
1801R0520 X Control No.
Lane Ind.
Milepoint
Facility Carried
BIG CABIN INTERCH Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
41.50 MI.NE OF TP GATE Sufficiency
66 Kind Hwy
8 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
14100 ADT Year
2006 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
33.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
6.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
39.905 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
39.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 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
22560 Future ADT Year
2026 Bypass Detour
123.652866 School Bus Rte.
A Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13887 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,43ft.,61ft.,36ft. I-BM Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0520 X H Index
76.6546 Latitude
36:39:12 Longitude
-95:05:42 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
BIG CABIN INTERCH Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
41.50 NBI Text
13887 Vault Link
http://plansrv1/bridgemaintvault/b13887 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
36.65333333 Longitude DD
-95.095 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14258 x
-10585926.9769863 y
4390895.45336985 |
|||||||||||||||||||||||||||||||||||||
| 13886 | 5580 0430WX | 13886 | Oklahoma | LINCOLN BLVD. | DEEP FORK CREEK | 5580 0430WX | 55ft.-50ft.-65ft. I-BM. SPANS | 1957 | 35.527164 | -97.503839 | 171.001 | 47.3 | — | 3 | 0 | 3 | 44.301 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | M | 8950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14257 BRKEY
13886 NBI No.
13886 On Under
1 Structure No.
5580 0430WX Control No.
080 Lane Ind.
W Milepoint
04300 Facility Carried
LINCOLN BLVD. Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
4.3 MI N OF I-235 Sufficiency
83.9 Kind Hwy
3 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.301 Bridge System
M Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
8950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
44.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
171.001 Deck Width
47.3 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
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14320 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13886 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-50ft.-65ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5580 0430WX H Index
89.8674 Latitude
35:31:37.79 Longitude
-97:30:13.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
LINCOLN BLVD 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
13886 Vault Link
http://plansrv1/bridgemaintvault/b13886 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.527164 Longitude DD
-97.503839 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14257 x
-10854077.7078693 y
4235753.40715336 |
|||||||||||||||||||||||||||||||||||||
| 13789 | 4014 1924 X | 13789 | Le Flore | U.S. 271 | CEDAR CREEK | 4014 1924 X | (13ft. - 17ft. - 17ft. - 13ft.) X 14ft. X 38ft. RCB SK 45° | 1957 | 34.86423056 | -94.90914444 | 91.9 | 0 | — | 4 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14256 BRKEY
13789 NBI No.
13789 On Under
1 Structure No.
4014 1924 X Control No.
014 Lane Ind.
Milepoint
19240 Facility Carried
U.S. 271 Feature Intersected
CEDAR CREEK Division
02 County
079 Location
6.07 N JCT SH-1 Sufficiency
91.8 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
91.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2080 Future ADT Year
2042 Bypass Detour
49.709695 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
13789 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 17ft. - 13ft.) X 14ft. X 38ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 1924 X H Index
90.618 Latitude
34:51:51.23 Longitude
-94:54:32.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
085 NBI Text
13789 Vault Link
http://plansrv1/bridgemaintvault/b13789 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.86423056 Longitude DD
-94.90914444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14256 x
-10565237.630686 y
4145445.89216196 |
|||||||||||||||||||||||||||||||||||||
| 13788 | 5801T1840 X | 13788 | Ottawa | WILL ROGERS TPI-44 | LITTLE ELM CREEK | 5801T1840 X | 3-12ft. X 9ft.X107ft. RC BOX SK 30 LF | 1957 | 36.899392 | -94.813983 | 43.901 | 108.999 | — | 3 | 30 | 4 | 107.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14255 BRKEY
13788 NBI No.
13788 On Under
1 Structure No.
5801T1840 X Control No.
001 Lane Ind.
Milepoint
18400 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
LITTLE ELM CREEK Division
08 County
115 Location
75.60 MI NE OF TP GATE Sufficiency
92.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
107.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
43.901 Deck Width
108.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99 HS Inv. Rating Method
1 HS Inv. Method
34.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13788 ODOT County
58 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
3-12ft. X 9ft.X107ft. RC BOX SK 30 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1840 X H Index
100 Latitude
36:53:57.81 Longitude
-94:48:50.34 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
75.60 NBI Text
13788 Vault Link
http://plansrv1/bridgemaintvault/b13788 GIS FO/SD
Meets Standards H Inv. Method
29.7 Latitude DD
36.899392 Longitude DD
-94.813983 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14255 x
-10554644.3076421 y
4425092.59202763 |
|||||||||||||||||||||||||||||||||||||
| 13787 | 2606 1835 X | 13787 | Grady | U.S. 81 | LITTLE WASHITA RIV O'FLO | 2606 1835 X | (12ft.-14ft.-12ft.)X 12ft. X 108ft. R.C. BOX | 1957 | 34.94195 | -97.95221389 | 42.001 | 107.999 | — | 3 | 0 | 4 | 107.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | 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 | 6500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14254 BRKEY
13787 NBI No.
13787 On Under
1 Structure No.
2606 1835 X Control No.
006 Lane Ind.
Milepoint
18350 Facility Carried
U.S. 81 Feature Intersected
LITTLE WASHITA RIV O'FLO Division
07 County
051 Location
18.6 MI N SH17 Sufficiency
84.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
6500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
107.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
AG Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
107.999 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
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.8 HS Inv. Rating Method
3 HS Inv. Method
38.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10400 Future ADT Year
2042 Bypass Detour
59.030263 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
13787 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft. X 108ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 1835 X H Index
97.9377 Latitude
34:56:31.02 Longitude
-97:57:07.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27-26 NBI Text
13787 Vault Link
http://plansrv1/bridgemaintvault/b13787 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
34.94195 Longitude DD
-97.95221389 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14254 x
-10903990.5723086 y
4155995.17651054 |
|||||||||||||||||||||||||||||||||||||
| 13786 | 2606 1740 X | 13786 | Grady | U.S. 81 | CREEK | 2606 1740 X | 3-10ft. X 8ft. X 130ft. R.C.B. WITH DROP INLET | 1957 | 34.92797222 | -97.95218611 | 46.9 | 0 | — | 3 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14253 BRKEY
13786 NBI No.
13786 On Under
1 Structure No.
2606 1740 X Control No.
006 Lane Ind.
Milepoint
17400 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
051 Location
17.7 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
76.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.9 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
70.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 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
13786 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
3-10ft. X 8ft. X 130ft. R.C.B. WITH DROP INLET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 1740 X H Index
98.1138 Latitude
34:55:40.7 Longitude
-97:57:07.87 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
26-26 NBI Text
13786 Vault Link
http://plansrv1/bridgemaintvault/b13786 GIS FO/SD
Meets Standards H Inv. Method
39.4 Latitude DD
34.92797222 Longitude DD
-97.95218611 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14253 x
-10903987.4798532 y
4154097.1594204 |
|||||||||||||||||||||||||||||||||||||
| 13785 | 5611 1435 X | 13785 | Okmulgee | U.S. 75 | EAGLE CREEK | 5611 1435 X | (12ft. - 14ft. - 12ft.) X 14ft. X 128.5ft. LONG RCB SK 30° | 1957 | 35.80480833 | -96.01515833 | 40 | 110 | — | 3 | 30 | 4 | 110 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | 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 | 02 - Principal Arterial Other (Rural) | C | 18500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14252 BRKEY
13785 NBI No.
13785 On Under
1 Structure No.
5611 1435 X Control No.
011 Lane Ind.
Milepoint
14350 Facility Carried
U.S. 75 Feature Intersected
EAGLE CREEK Division
01 County
111 Location
4.5 N JCT SH-16 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
54 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
1957 ADT Total
18500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
110 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
AG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
110 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
29600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13785 ODOT County
56 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
(12ft. - 14ft. - 12ft.) X 14ft. X 128.5ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5611 1435 X H Index
97.0308 Latitude
35:48:17.31 Longitude
-96:00:54.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11-1435 NBI Text
13785 Vault Link
http://plansrv1/bridgemaintvault/b13785 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.80480833 Longitude DD
-96.01515833 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14252 x
-10688358.5337311 y
4273796.4314707 |
|||||||||||||||||||||||||||||||||||||
| 13784 | 6602 1285 X | 13784 | Rogers | S.H. 66 | CREEK | 6602 1285 X | (13ft.X17ft.X13ft.)X9X102R | 1957 | 36.30755278 | -95.61935556 | 47.9 | 0 | — | 3 | 15 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 28000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14251 BRKEY
13784 NBI No.
13784 On Under
1 Structure No.
6602 1285 X Control No.
002 Lane Ind.
Milepoint
12850 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
131 Location
0.4 MI S-W SH20 Sufficiency
67.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
28000 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
44800 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13784 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.X17ft.X13ft.)X9X102R Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6602 1285 X H Index
93.7248 Latitude
36:18:27.19 Longitude
-95:37:09.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13784 Vault Link
http://plansrv1/bridgemaintvault/b13784 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.30755278 Longitude DD
-95.61935556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14251 x
-10644297.9709202 y
4343023.1000714 |
|||||||||||||||||||||||||||||||||||||
| 13691 | 4704R0882 X | 13691 | Major | U.S. 60 | CIMARRON RIVER | 4704 0882 X | 28-50ft. I-BM. SPANS W | 1956 | 36.36955 | -98.45477222 | 1400.919 | 32.001 | — | 28 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 36.6 | Poor (4) | Poor (4) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
14248 BRKEY
13691 NBI No.
13691 On Under
1 Structure No.
4704R0882 X Control No.
004 Lane Ind.
Milepoint
08820 Facility Carried
U.S. 60 Feature Intersected
CIMARRON RIVER Division
06 County
093 Location
1.8 MI S JCT SH 8 Sufficiency
36.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1956 ADT Total
3400 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
28 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
1400.919 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
6 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.5 HS Inv. Rating Method
1 HS Inv. Method
32.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2036 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
13691 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
28-50ft. I-BM. SPANS W Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4704 0882 X H Index
66.8143 Latitude
36:22:10.38 Longitude
-98:27:17.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13691 Vault Link
http://plansrv1/bridgemaintvault/b13691 GIS FO/SD
SD H Inv. Method
25.3 Latitude DD
36.36955 Longitude DD
-98.45477222 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14248 x
-10959935.1096981 y
4351590.75326777 |
|||||||||||||||||||||||||||||||||||||
| 13690 | 7610R0053 X | 13690 | Woods | U.S. 281 | CIMARRON RIVER | 7610 0053 X | 25-50ft. I-BM. SPANS W | 1956 | 36.51429167 | -98.88000556 | 1250.984 | 32.999 | — | 25 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 20.7 | Serious (3) | Serious (3) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
14247 BRKEY
13690 NBI No.
13690 On Under
1 Structure No.
7610R0053 X Control No.
010 Lane Ind.
Milepoint
00530 Facility Carried
U.S. 281 Feature Intersected
CIMARRON RIVER Division
06 County
151 Location
0.9 MI N MAJOR C/L Sufficiency
20.7 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
27.999 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
1956 ADT Total
1500 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
25 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
1250.984 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
3 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.903 HS Inv. Rating Method
1 HS Inv. Method
32.298 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2032 Bypass Detour
67.108088 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13690 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
25-50ft. I-BM. SPANS W Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7610 0053 X H Index
42.8287 Latitude
36:30:51.45 Longitude
-98:52:48.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 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
13690 Vault Link
http://plansrv1/bridgemaintvault/b13690 GIS FO/SD
SD H Inv. Method
25.022 Latitude DD
36.51429167 Longitude DD
-98.88000556 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14247 x
-11007271.8685753 y
4371619.82856361 |
|||||||||||||||||||||||||||||||||||||
| 13689 | 3322 0947 X | 13689 | Jackson | S.H. 19 | NORTH FORK OF RED RIVER | 3322 0947 X | 3(4-85ft. CONT.)2-35ft. I-BEAM SPANS | 1956 | 34.78308056 | -99.16813056 | 1096 | 31 | — | 12 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.5 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14246 BRKEY
13689 NBI No.
13689 On Under
1 Structure No.
3322 0947 X Control No.
022 Lane Ind.
Milepoint
09470 Facility Carried
S.H. 19 Feature Intersected
NORTH FORK OF RED RIVER Division
05 County
065 Location
JACKSON/KIOWA C/L Sufficiency
78.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 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
1956 ADT Total
390 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1096 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
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
7 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
624 Future ADT Year
2042 Bypass Detour
37.999905 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
13689 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
3(4-85ft. CONT.)2-35ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3322 0947 X H Index
78.4968 Latitude
34:46:59.09 Longitude
-99:10:05.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13689 Vault Link
http://plansrv1/bridgemaintvault/b13689 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.78308056 Longitude DD
-99.16813056 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14246 x
-11039345.7968601 y
4134441.59261969 |
|||||||||||||||||||||||||||||||||||||
| 13688 | 6602 0368EX | 13688 | Rogers | S.H. 66 NB | BIRD CREEK & RD. UNDER | 6602 0368EX | 3 HI-TRUSS SPANS, 3 PONY TRUSSES | 1956 | 36.20810556 | -95.72492222 | 824.659 | 31.001 | — | 6 | 0 | 2 | 29.8 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.4 | Poor (4) | Fair (5) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 6750 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
14245 BRKEY
13688 NBI No.
13688 On Under
1 Structure No.
6602 0368EX Control No.
002 Lane Ind.
E Milepoint
03680 Facility Carried
S.H. 66 NB Feature Intersected
BIRD CREEK & RD. UNDER Division
08 County
131 Location
3.3 MI N JCT I-44 Sufficiency
49.4 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
29.8 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1956 ADT Total
6750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
29.8 Ref. Underclearance Rt.
H Underclearance Right
15.092 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.073 Span Type Main
M Material
3 - Steel Design
10 Length
824.659 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
9 Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.5 HS Inv. Rating Method
1 HS Inv. Method
28.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
156 Max Measured Clearance
1509 Min Measured Clearance
1509 NBI Rating
13688 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0.751 Rt. Curb SW
0.751 Description
3 HI-TRUSS SPANS, 3 PONY TRUSSES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0368EX H Index
98.2063 Latitude
36:12:29.18 Longitude
-95:43:29.72 I257A
1 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 66 NB Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
13688 Vault Link
http://plansrv1/bridgemaintvault/b13688 GIS FO/SD
SD H Inv. Method
16.8 Latitude DD
36.20810556 Longitude DD
-95.72492222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
14245 x
-10656049.5977561 y
4329294.28832143 |
|||||||||||||||||||||||||||||||||||||
| 13597 | 2228 0060 X | 13597 | Dewey | S.H. 47 | CREEK | 2228 0060 X | 3-10ft.X12ft.X66ft. RDY. R.C.B. | 1956 | 35.84106389 | -99.34774167 | 34.121 | 68.002 | — | 3 | 0 | 2 | 66.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14244 BRKEY
13597 NBI No.
13597 On Under
1 Structure No.
2228 0060 X Control No.
028 Lane Ind.
Milepoint
00600 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
043 Location
0.6 MI E JCT S.H. 34 Sufficiency
97.3 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
66.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
590 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
66.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
11 Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
68.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.94 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
944 Future ADT Year
2042 Bypass Detour
52.19518 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
13597 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X12ft.X66ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2228 0060 X H Index
94.39 Latitude
35:50:27.83 Longitude
-99:20:51.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13597 Vault Link
http://plansrv1/bridgemaintvault/b13597 GIS FO/SD
Meets Standards H Inv. Method
80.87 Latitude DD
35.84106389 Longitude DD
-99.34774167 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14244 x
-11059340.0141661 y
4278773.98861555 |
|||||||||||||||||||||||||||||||||||||
| 13885 | 5801T0390 XR | 13885 | Ottawa | AFTON INTERCHANGE | WILL ROGERS TP I-44 UND | 5801T0390 X | 36ft.,61ft.,43ft.,36ft. I-BM | 1957 | 36.72208333 | -94.93539444 | 176.837 | 39.701 | — | 4 | 0 | 2 | 33.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 06 - Minor Arterial (Rural) | Y | 14170 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14238 BRKEY
13885 NBI No.
13885 On Under
1 Structure No.
5801T0390 XR Control No.
Lane Ind.
Milepoint
Facility Carried
AFTON INTERCHANGE Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
60.97 MI.NE OF TP.GATE Sufficiency
76 Kind Hwy
8 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
16.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
14170 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
33.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.002 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
39.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.3 HS Inv. Rating Method
1 HS Inv. Method
49.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22672 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1505 Max Measured Clearance
1506 Min Measured Clearance
1505 NBI Rating
13885 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,61ft.,43ft.,36ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0390 X H Index
84.5725 Latitude
36:43:19.5 Longitude
-94:56:07.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
AFTON INTERCHANGE Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
60.97 NBI Text
13885 Vault Link
http://plansrv1/bridgemaintvault/b13885 GIS FO/SD
FO H Inv. Method
39.3 Latitude DD
36.72208333 Longitude DD
-94.93539444 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14238 x
-10568159.7673194 y
4400439.26103448 |
|||||||||||||||||||||||||||||||||||||
| 13884 | 5801T0120 X | 13884 | Ottawa | CO. RD. 5834C | WILL ROGERS TP I-44 UND | 5801T0120 X | 38ft.,2-48ft.,38ft. I-BM S | 1957 | 36.70551389 | -94.98150833 | 171.916 | 29.701 | — | 4 | 26 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14237 BRKEY
13884 NBI No.
13884 On Under
1 Structure No.
5801T0120 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 5834C Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
58.18 MI.NE OF TP.GATE Sufficiency
91.9 Kind Hwy
4 Level Service
1 Route No.
5834C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
26 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
171.916 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 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
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1507 Min Measured Clearance
1506 NBI Rating
13884 ODOT County
58 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
0 Rt. Curb SW
0 Description
38ft.,2-48ft.,38ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0120 X H Index
73.2797 Latitude
36:42:19.85 Longitude
-94:58:53.43 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
5834C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
58.18 NBI Text
13884 Vault Link
http://plansrv1/bridgemaintvault/b13884 GIS FO/SD
FO H Inv. Method
30.1 Latitude DD
36.70551389 Longitude DD
-94.98150833 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14237 x
-10573293.1420727 y
4398138.32701405 |
|||||||||||||||||||||||||||||||||||||
| 13883 | 6602 0035EX | 13883 | Rogers | S.H. 66 | ABANDONED TPK UNDER | 6602 0035EX | 51ft.-68ft.-51ft. SLAB SK | 1957 | 36.16744167 | -95.75086944 | 171.916 | 33.136 | — | 3 | 45 | 2 | 27.887 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14236 BRKEY
13883 NBI No.
13883 On Under
1 Structure No.
6602 0035EX Control No.
002 Lane Ind.
E Milepoint
00350 Facility Carried
S.H. 66 Feature Intersected
ABANDONED TPK UNDER Division
08 County
131 Location
0.8 MI E TULSA-ROGERS Sufficiency
66 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
0 Vertical Clearance
N Horizontal Clearance
27.887 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
33.136 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
68.5 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13883 ODOT County
66 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
51ft.-68ft.-51ft. SLAB SK Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0035EX H Index
98.1509 Latitude
36:10:02.79 Longitude
-95:45:03.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13883 Vault Link
http://plansrv1/bridgemaintvault/b13883 GIS FO/SD
FO H Inv. Method
31 Latitude DD
36.16744167 Longitude DD
-95.75086944 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14236 x
-10658938.029074 y
4323685.61475915 |
|||||||||||||||||||||||||||||||||||||
| 13882 | 4941T1300 X | 13882 | Mayes | CO. RD. N4340 | WILL ROGERS TP I-44 UND | 4941T1300 X | 39ft.,2-49ft.,39ft. I-BM S | 1957 | 36.50711667 | -95.27411944 | 178.15 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14235 BRKEY
13882 NBI No.
13882 On Under
1 Structure No.
4941T1300 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4340 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
36.36 MI.NE OF TP GATE Sufficiency
67.9 Kind Hwy
4 Level Service
1 Route No.
N4340 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
21.699 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1503 Min Measured Clearance
1503 NBI Rating
13882 ODOT County
49 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.,2-49ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T1300 X H Index
90.9774 Latitude
36:30:25.62 Longitude
-95:16:26.83 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4340 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36.36 NBI Text
13882 Vault Link
http://plansrv1/bridgemaintvault/b13882 GIS FO/SD
FO H Inv. Method
25.9 Latitude DD
36.50711667 Longitude DD
-95.27411944 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14235 x
-10605866.4618383 y
4370626.08473686 |
|||||||||||||||||||||||||||||||||||||
| 13881 | 4941T0890 X | 13881 | Mayes | CO. RD. N4310 | WILL ROGERS TP I-44 UND | 4941T0890 X | 39ft.,2-49ft.,39ft. I-BM S | 1957 | 36.47317222 | -95.32806667 | 178.15 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14234 BRKEY
13881 NBI No.
13881 On Under
1 Structure No.
4941T0890 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4310 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
32.55 MI.NE OF TP GATE Sufficiency
67.1 Kind Hwy
4 Level Service
1 Route No.
N4300 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
21.699 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
54.3 HS Inv. Rating Method
1 HS Inv. Method
32.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1501 Max Measured Clearance
1501 Min Measured Clearance
1501 NBI Rating
13881 ODOT County
49 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.,2-49ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T0890 X H Index
84.7727 Latitude
36:28:23.42 Longitude
-95:19:41.04 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4310 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.55 NBI Text
13881 Vault Link
http://plansrv1/bridgemaintvault/b13881 GIS FO/SD
FO H Inv. Method
25 Latitude DD
36.47317222 Longitude DD
-95.32806667 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14234 x
-10611871.8400116 y
4365925.99651344 |
|||||||||||||||||||||||||||||||||||||
| 13880 | 5801T0880 X | 13880 | Ottawa | CO. RD. N4550 | WILL ROGERS TP I-44 UND | 5801T0880 X | 38ft.,2-49ft.,38ft. I-BM S | 1957 | 36.77943333 | -94.89008056 | 176.837 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.9 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14233 BRKEY
13880 NBI No.
13880 On Under
1 Structure No.
5801T0880 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4550 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
65.88 MI NE OF TP GATE Sufficiency
55.9 Kind Hwy
4 Level Service
1 Route No.
N4550 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
21.699 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
6 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1503 Min Measured Clearance
1503 NBI Rating
13880 ODOT County
58 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
38ft.,2-49ft.,38ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0880 X H Index
85.7144 Latitude
36:46:45.96 Longitude
-94:53:24.29 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4550 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
65.88 NBI Text
13880 Vault Link
http://plansrv1/bridgemaintvault/b13880 GIS FO/SD
FO H Inv. Method
25.9 Latitude DD
36.77943333 Longitude DD
-94.89008056 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14233 x
-10563115.4492719 y
4408407.0689345 |
|||||||||||||||||||||||||||||||||||||
| 13783 | 6702 1082 X | 13783 | Seminole | U.S. 270 | CREEK | 6702 1082 X | (13ft.-17ft.-13ft.)X 14ft.X | 1957 | 35.159333 | -96.552558 | 46.916 | 43.999 | — | 3 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 63.9 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14232 BRKEY
13783 NBI No.
13783 On Under
1 Structure No.
6702 1082 X Control No.
002 Lane Ind.
Milepoint
10820 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
8.5 MI SE SH 3 Sufficiency
63.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
43.999 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
4 Structure Rating
4 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.4 HS Inv. Rating Method
1 HS Inv. Method
27.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13783 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 14ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6702 1082 X H Index
90.277 Latitude
35:09:33.6 Longitude
-96:33:09.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13783 Vault Link
http://plansrv1/bridgemaintvault/b13783 GIS FO/SD
SD H Inv. Method
17.1 Latitude DD
35.159333 Longitude DD
-96.552558 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14232 x
-10748181.591348 y
4185554.99875929 |
|||||||||||||||||||||||||||||||||||||
| 13782 | 1820 0299 X | 13782 | Craig | S.H. 10 | DEER CREEK | 1820 0299 X | (13ft.-17ft.-17ft.-13ft.)X 8 | 1957 | 36.87368056 | -95.15333056 | 65 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.4 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14231 BRKEY
13782 NBI No.
13782 On Under
1 Structure No.
1820 0299 X Control No.
020 Lane Ind.
Milepoint
02990 Facility Carried
S.H. 10 Feature Intersected
DEER CREEK Division
08 County
035 Location
3 MI W JCT US 59 Sufficiency
77.4 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
790 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
65 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
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1264 Future ADT Year
2042 Bypass Detour
85.127853 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13782 ODOT County
18 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
(13ft.-17ft.-17ft.-13ft.)X 8 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1820 0299 X H Index
65.1736 Latitude
36:52:25.25 Longitude
-95:09:11.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13782 Vault Link
http://plansrv1/bridgemaintvault/b13782 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.87368056 Longitude DD
-95.15333056 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14231 x
-10592420.3052232 y
4421514.08190579 |
|||||||||||||||||||||||||||||||||||||
| 13781 | 1820 0017 X | 13781 | Craig | S.H. 10 | LITTLE CABIN CREEK | 1820 0017 X | (12ft.-14ft.-12ft.) X 9ft. X 36ft. R.C. BOX WITH HANDRAILS | 1957 | 36.87388889 | -95.10191389 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14230 BRKEY
13781 NBI No.
13781 On Under
1 Structure No.
1820 0017 X Control No.
020 Lane Ind.
Milepoint
00170 Facility Carried
S.H. 10 Feature Intersected
LITTLE CABIN CREEK Division
08 County
035 Location
0.2 MI W JCT US 59 Sufficiency
89.2 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
790 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
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
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
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1264 Future ADT Year
2042 Bypass Detour
85.127853 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13781 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 9ft. X 36ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1820 0017 X H Index
62.5654 Latitude
36:52:26 Longitude
-95:06:06.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13781 Vault Link
http://plansrv1/bridgemaintvault/b13781 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.87388889 Longitude DD
-95.10191389 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14230 x
-10586696.6277006 y
4421543.07236784 |
|||||||||||||||||||||||||||||||||||||
| 13780 | 5801T0340 X | 13780 | Ottawa | CO. RD. N4520 | WILL ROGERS TP I-44 UND | 5801T0340 X | 33ft.,2-43ft.,33ft. I-BM S | 1957 | 36.71855278 | -94.94526111 | 152.887 | 21.699 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14229 BRKEY
13780 NBI No.
13780 On Under
1 Structure No.
5801T0340 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4520 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
60.37 MI.NE OF TP GATE Sufficiency
67.9 Kind Hwy
4 Level Service
1 Route No.
N4520 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
152.887 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1504 Min Measured Clearance
1502 NBI Rating
13780 ODOT County
58 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
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0340 X H Index
87.6019 Latitude
36:43:06.79 Longitude
-94:56:42.94 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4520 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
60.37 NBI Text
13780 Vault Link
http://plansrv1/bridgemaintvault/b13780 GIS FO/SD
FO H Inv. Method
24.4 Latitude DD
36.71855278 Longitude DD
-94.94526111 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14229 x
-10569258.1199996 y
4399948.94561088 |
|||||||||||||||||||||||||||||||||||||
| 13687 | 6810 2093NX | 13687 | Sequoyah | U.S. 64 WB | GENERAL O'FLOW | 6810 2093NX | (17) 40ft. I-BEAM | 1956 | 35.40031111 | -94.44474167 | 681.001 | 31.001 | — | 17 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14226 BRKEY
13687 NBI No.
13687 On Under
1 Structure No.
6810 2093NX Control No.
010 Lane Ind.
N Milepoint
20930 Facility Carried
U.S. 64 WB Feature Intersected
GENERAL O'FLOW Division
01 County
135 Location
20.93 E JCT US-59 Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1956 ADT Total
10900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
17 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
681.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.7 HS Inv. Rating Method
1 HS Inv. Method
32.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13687 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(17) 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 2093NX H Index
84.9151 Latitude
35:24:01.12 Longitude
-94:26:41.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-2093N NBI Text
13687 Vault Link
http://plansrv1/bridgemaintvault/b13687 GIS FO/SD
FO H Inv. Method
22.7 Latitude DD
35.40031111 Longitude DD
-94.44474167 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14226 x
-10513540.5508067 y
4218415.77458923 |
|||||||||||||||||||||||||||||||||||||
| 13686 | 6602R0487EX | 13686 | Rogers | S.H. 66 | MOSSEY CREEK | 6602 0487EX | 22-25ft.CONC SLAB SPAN | 1956 | 36.22086944 | -95.71149444 | 549.869 | 30.84 | — | 22 | 0 | 2 | 27.887 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.8 | Serious (3) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 8000 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
14225 BRKEY
13686 NBI No.
13686 On Under
1 Structure No.
6602R0487EX Control No.
002 Lane Ind.
E Milepoint
04870 Facility Carried
S.H. 66 Feature Intersected
MOSSEY CREEK Division
08 County
131 Location
4.5 MI N JCT I 44 Sufficiency
29.8 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1956 ADT Total
8000 ADT Year
2012 Design Load
HS 20 Skew
0 No. Main Spans
22 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.793 Span Type Main
M Material
1 - Concrete Design
01 Length
549.869 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.714 HS Inv. Rating Method
1 HS Inv. Method
28.219 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2032 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13686 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
22-25ft.CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0487EX H Index
75.2766 Latitude
36:13:15.13 Longitude
-95:42:41.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13686 Vault Link
http://plansrv1/bridgemaintvault/b13686 GIS FO/SD
SD H Inv. Method
15.653 Latitude DD
36.22086944 Longitude DD
-95.71149444 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14225 x
-10654554.824124 y
4331055.3807186 |
|||||||||||||||||||||||||||||||||||||
| 13685 | 3716R1138 X | 13685 | Kingfisher | S.H. 51 | SKELETON CREEK | 3716 1138 X | (80ft.-100ft.-80ft. CONT.) | 1956 | 36.11607222 | -97.69444167 | 512.139 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 17.2 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
14224 BRKEY
13685 NBI No.
13685 On Under
1 Structure No.
3716R1138 X Control No.
016 Lane Ind.
Milepoint
11380 Facility Carried
S.H. 51 Feature Intersected
SKELETON CREEK Division
04 County
073 Location
11.3 MI E JCT US 81 Sufficiency
17.2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
1600 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
512.139 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.297 HS Inv. Rating Method
1 HS Inv. Method
27.778 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2035 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13685 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(80ft.-100ft.-80ft. CONT.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3716 1138 X H Index
59.3295 Latitude
36:06:57.86 Longitude
-97:41:39.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 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
13685 Vault Link
http://plansrv1/bridgemaintvault/b13685 GIS FO/SD
SD H Inv. Method
22.156 Latitude DD
36.11607222 Longitude DD
-97.69444167 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14224 x
-10875295.5000376 y
4316604.50681233 |
|||||||||||||||||||||||||||||||||||||
| 13684 | 7218 0489WX | 13684 | Tulsa | U.S. 75 | POLECAT CREEK | 7218 0489WX | 80ft.-100ft.-80ft. CONT. & | 1956 | 36.015519 | -96.011756 | 463 | 30 | — | 3 | 30 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 23100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14223 BRKEY
13684 NBI No.
13684 On Under
1 Structure No.
7218 0489WX Control No.
018 Lane Ind.
W Milepoint
04890 Facility Carried
U.S. 75 Feature Intersected
POLECAT CREEK Division
08 County
143 Location
4.8 MI N JCT SH 67 Sufficiency
76.2 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 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
1956 ADT Total
23100 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
463 Deck Width
30 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
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.8 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36960 Future ADT Year
2042 Bypass Detour
0.1 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
13684 ODOT County
72 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-100ft.-80ft. CONT. & Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0489WX H Index
89.1693 Latitude
36:00:55.87 Longitude
-96:00:42.32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13684 Vault Link
http://plansrv1/bridgemaintvault/b13684 GIS FO/SD
FO H Inv. Method
22.6 Latitude DD
36.015519 Longitude DD
-96.011756 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
14223 x
-10687979.788088 y
4302756.97267652 |
|||||||||||||||||||||||||||||||||||||
| 13683 | 1514 0153 X | 13683 | Coal | S.H. 43 | MUDDY BOGGY CREEK | 1514 0153 X | (80ft.-100ft.-80ft. CONT.) | 1956 | 34.53275 | -96.19095 | 463 | 32 | — | 3 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Satisfactory (6) | Very good (8) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14222 BRKEY
13683 NBI No.
13683 On Under
1 Structure No.
1514 0153 X Control No.
014 Lane Ind.
Milepoint
01530 Facility Carried
S.H. 43 Feature Intersected
MUDDY BOGGY CREEK Division
03 County
029 Location
1.6 MI E US75 Sufficiency
85.8 Kind Hwy
3 Level Service
1 Route No.
00043 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
1956 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
463 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
6 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
22.990734 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
13683 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(80ft.-100ft.-80ft. CONT.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1514 0153 X H Index
60.4626 Latitude
34:31:57.9 Longitude
-96:11:27.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 43 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
13683 Vault Link
http://plansrv1/bridgemaintvault/b13683 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.53275 Longitude DD
-96.19095 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14222 x
-10707927.5729212 y
4100563.64175595 |
|||||||||||||||||||||||||||||||||||||
| 13879 | 5801T0490 X | 13879 | Ottawa | CO. RD. E0200 | WILL ROGERS TP I-44 UND | 5801T0490 X | 38ft.,2-49ft.,38ft. I-BM S | 1957 | 36.72842778 | -94.91978611 | 176.837 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14214 BRKEY
13879 NBI No.
13879 On Under
1 Structure No.
5801T0490 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0200 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
61.93 MI.NE OF TP.GATE Sufficiency
67.9 Kind Hwy
4 Level Service
1 Route No.
E0200 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1503 Min Measured Clearance
1503 NBI Rating
13879 ODOT County
58 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
38ft.,2-49ft.,38ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0490 X H Index
85.5975 Latitude
36:43:42.34 Longitude
-94:55:11.23 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0200 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61.93 NBI Text
13879 Vault Link
http://plansrv1/bridgemaintvault/b13879 GIS FO/SD
FO H Inv. Method
25.9 Latitude DD
36.72842778 Longitude DD
-94.91978611 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14214 x
-10566422.2559716 y
4401320.42166946 |
|||||||||||||||||||||||||||||||||||||
| 13878 | 4941T0250 X | 13878 | Mayes | CO. RD. E0420 | WILL ROGERS TP I-44 UND | 4941T0250 X | 49ft.,2-45ft.,32ft. I-BM S | 1957 | 36.408775 | -95.40808611 | 172.9 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.8 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14213 BRKEY
13878 NBI No.
13878 On Under
1 Structure No.
4941T0250 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0420 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
26.4 MI.NE OF TP GATE Sufficiency
64.8 Kind Hwy
4 Level Service
1 Route No.
E0420 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
172.9 Deck Width
21.699 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1511 Min Measured Clearance
1507 NBI Rating
13878 ODOT County
49 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
49ft.,2-45ft.,32ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T0250 X H Index
90.5324 Latitude
36:24:31.59 Longitude
-95:24:29.11 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0420 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26.40 NBI Text
13878 Vault Link
http://plansrv1/bridgemaintvault/b13878 GIS FO/SD
FO H Inv. Method
22.5 Latitude DD
36.408775 Longitude DD
-95.40808611 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14213 x
-10620779.563326 y
4357014.94520105 |
|||||||||||||||||||||||||||||||||||||
| 13877 | 5801T0020 X | 13877 | Ottawa | CO. RD. E0220 | WILL ROGERS TP I-44 UND | 5801T0020 X | 39ft.,2-48ft.,39ft. I-BM S | 1957 | 36.69956667 | -94.99605 | 179.134 | 29.701 | — | 4 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.4 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14212 BRKEY
13877 NBI No.
13877 On Under
1 Structure No.
5801T0020 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0220 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
57.26 MI.NE OF TP.GATE Sufficiency
53.4 Kind Hwy
4 Level Service
1 Route No.
E0220 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
179.134 Deck Width
29.701 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
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
51.147 HS Inv. Rating Method
1 HS Inv. Method
30.754 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1500 Min Measured Clearance
1411 NBI Rating
13877 ODOT County
58 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.,2-48ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0020 X H Index
83.0108 Latitude
36:41:58.44 Longitude
-94:59:45.78 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0220 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
57.26 NBI Text
13877 Vault Link
http://plansrv1/bridgemaintvault/b13877 GIS FO/SD
FO H Inv. Method
22.046 Latitude DD
36.69956667 Longitude DD
-94.99605 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14212 x
-10574911.9133724 y
4397312.58057559 |
|||||||||||||||||||||||||||||||||||||
| 13876 | 4941T0010 X | 13876 | Mayes | CO. RD. N4250 | WILL ROGERS TP I-44 UND | 4941T0010 X | 39ft.,2-49ft.,39ft. I-BM S | 1957 | 36.38022778 | -95.43453056 | 178.15 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14211 BRKEY
13876 NBI No.
13876 On Under
1 Structure No.
4941T0010 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4250 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
23.9 MI.NE OF TP GATE Sufficiency
68.2 Kind Hwy
4 Level Service
1 Route No.
N4250 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
21.699 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
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
54.3 HS Inv. Rating Method
1 HS Inv. Method
32.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1509 Min Measured Clearance
1508 NBI Rating
13876 ODOT County
49 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.,2-49ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T0010 X H Index
86.9173 Latitude
36:22:48.82 Longitude
-95:26:04.31 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4250 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.93 NBI Text
13876 Vault Link
http://plansrv1/bridgemaintvault/b13876 GIS FO/SD
FO H Inv. Method
25 Latitude DD
36.38022778 Longitude DD
-95.43453056 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14211 x
-10623723.3460343 y
4353067.04889969 |
|||||||||||||||||||||||||||||||||||||
| 13875 | 5801 1360 X | 13875 | Ottawa | S.H. 125 | WILL ROGERS TP I-44 UND | 5801 1360 X | 36ft.,2-46ft.,36ft. I-BM S | 1957 | 36.844503 | -94.859264 | 166.995 | 29.701 | — | 4 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3400 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
14210 BRKEY
13875 NBI No.
13875 On Under
1 Structure No.
5801 1360 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 125 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
6.8 MI N US60 Sufficiency
49 Kind Hwy
3 Level Service
1 Route No.
00125 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
3400 ADT Year
2020 Design Load
H 20 Skew
30 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
166.995 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.7 HS Inv. Rating Method
1 HS Inv. Method
33.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2040 Bypass Detour
99.897848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1510 Min Measured Clearance
1506 NBI Rating
13875 ODOT County
58 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,2-46ft.,36ft. I-BM S Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5801 1360 X H Index
66.2889 Latitude
36:50:40.21 Longitude
-94:51:33.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 125 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
70.66 NBI Text
13875 Vault Link
http://plansrv1/bridgemaintvault/b13875 GIS FO/SD
FO H Inv. Method
24.2 Latitude DD
36.844503 Longitude DD
-94.859264 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14210 x
-10559684.9655047 y
4417454.61704319 |
|||||||||||||||||||||||||||||||||||||
| 13874 | 1801T1187 X | 13874 | Craig | WILL ROGERS TPI-44 | BNSF R.R. UNDER | 1801T1190 X | 3-53ft. I-BM SPANS | 1957 | 36.63451667 | -95.13034722 | 162.073 | 87.999 | — | 3 | 35 | 5 | 85 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14209 BRKEY
13874 NBI No.
13874 On Under
1 Structure No.
1801T1187 X Control No.
001 Lane Ind.
Milepoint
11870 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
BNSF R.R. UNDER Division
08 County
035 Location
48.50 MI.NE OF TP.GATE Sufficiency
96.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
85 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
19900 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
85 Ref. Underclearance Rt.
R Underclearance Right
25.6 Underclearance Left
10 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
162.073 Deck Width
87.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.5 HS Inv. Rating Method
1 HS Inv. Method
42.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31840 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2210 Min Measured Clearance
2210 NBI Rating
13874 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-53ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1190 X H Index
81.0621 Latitude
36:38:04.26 Longitude
-95:07:49.25 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48.50 NBI Text
13874 Vault Link
http://plansrv1/bridgemaintvault/b13874 GIS FO/SD
Meets Standards H Inv. Method
33.2 Latitude DD
36.63451667 Longitude DD
-95.13034722 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14209 x
-10589861.8115177 y
4388284.82892096 |
|||||||||||||||||||||||||||||||||||||
| 13681 | 6810 1942NX | 13681 | Sequoyah | U.S. 64 EB | GENERAL O'FLOW | 6810 1942NX | (11) 40ft. WF BEAM | 1956 | 35.40515278 | -94.46990833 | 441.001 | 31.001 | — | 11 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 11150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14202 BRKEY
13681 NBI No.
13681 On Under
1 Structure No.
6810 1942NX Control No.
010 Lane Ind.
N Milepoint
19420 Facility Carried
U.S. 64 EB Feature Intersected
GENERAL O'FLOW Division
01 County
135 Location
3.1 E JCT I-40 Sufficiency
77.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 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
1956 ADT Total
11150 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
11 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
441.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.462 HS Inv. Rating Method
1 HS Inv. Method
32.077 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13681 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(11) 40ft. WF BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1942NX H Index
87.9067 Latitude
35:24:18.55 Longitude
-94:28:11.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-1942N NBI Text
13681 Vault Link
http://plansrv1/bridgemaintvault/b13681 GIS FO/SD
FO H Inv. Method
22.708 Latitude DD
35.40515278 Longitude DD
-94.46990833 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14202 x
-10516342.0905828 y
4219077.00894618 |
|||||||||||||||||||||||||||||||||||||
| 13680 | 6810 1822NX | 13680 | Sequoyah | U.S. 64 WB | GARRISON CRK TRIB O'FLOW | 6810 1822NX | (11) 40ft. WF BEAM SK 30° | 1956 | 35.40515278 | -94.49108889 | 442.001 | 31.001 | — | 11 | 30 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 11150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14201 BRKEY
13680 NBI No.
13680 On Under
1 Structure No.
6810 1822NX Control No.
010 Lane Ind.
N Milepoint
18220 Facility Carried
U.S. 64 WB Feature Intersected
GARRISON CRK TRIB O'FLOW Division
01 County
135 Location
1.9 E JCT I-40 Sufficiency
66 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 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
1956 ADT Total
11150 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
11 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
442.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.809 HS Inv. Rating Method
1 HS Inv. Method
31.085 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13680 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(11) 40ft. WF BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1822NX H Index
87.7867 Latitude
35:24:18.55 Longitude
-94:29:27.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-1822N NBI Text
13680 Vault Link
http://plansrv1/bridgemaintvault/b13680 GIS FO/SD
FO H Inv. Method
21.936 Latitude DD
35.40515278 Longitude DD
-94.49108889 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14201 x
-10518699.8997367 y
4219077.00894618 |
|||||||||||||||||||||||||||||||||||||
| 13679 | 0620R0305 X | 13679 | Blaine | S.H. 51 | N. CANADIAN RIVER | 0620 0305 X | (4-85ft. CONT.)2-50ft. I-BEAM SPANS | 1956 | 36.05411389 | -98.58285 | 442.913 | 31.001 | — | 4 | 0 | 2 | 28.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 37.8 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
14200 BRKEY
13679 NBI No.
13679 On Under
1 Structure No.
0620R0305 X Control No.
020 Lane Ind.
Milepoint
03050 Facility Carried
S.H. 51 Feature Intersected
N. CANADIAN RIVER Division
05 County
011 Location
3.1 MI E DEWEY C/L Sufficiency
37.8 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 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
1956 ADT Total
2200 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
28.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
442.913 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.8 HS Inv. Rating Method
1 HS Inv. Method
25.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2036 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13679 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(4-85ft. CONT.)2-50ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0620 0305 X H Index
66.545 Latitude
36:03:14.81 Longitude
-98:34:58.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13679 Vault Link
http://plansrv1/bridgemaintvault/b13679 GIS FO/SD
SD H Inv. Method
18.2 Latitude DD
36.05411389 Longitude DD
-98.58285 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14200 x
-10974192.6629497 y
4308069.91683082 |