ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 19322 | 6502 0279 X | 19322 | Roger Mills | U.S. 283 | SANDSTONE CREEK | 6502 0279 X | (13ft.-17ft.-13ft.)X 15ft.X 112 R.C.B. SK.15 DEG. L.F. | 1977 | 35.46195833 | -99.655375 | 47.9 | 0 | — | 3 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19011 BRKEY
19322 NBI No.
19322 On Under
1 Structure No.
6502 0279 X Control No.
002 Lane Ind.
Milepoint
02790 Facility Carried
U.S. 283 Feature Intersected
SANDSTONE CREEK Division
05 County
129 Location
2.5 MI N BECKHAM C/L Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1977 ADT Total
2500 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
2 Fill RCB
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.3 HS Inv. Rating Method
1 HS Inv. Method
44.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
39.999898 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19322 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 15ft.X 112 R.C.B. SK.15 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6502 0279 X H Index
91.38 Latitude
35:27:43.05 Longitude
-99:39:19.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19322 Vault Link
http://plansrv1/bridgemaintvault/b19322 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
35.46195833 Longitude DD
-99.655375 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19011 x
-11093585.5998127 y
4226837.99995203 |
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| 19231 | 4004 0782 X | 19231 | Le Flore | U.S. 59 | POTEAU RIVER O'FLOW | 4004 0782 X | (3) 50ft. PC BEAM | 1976 | 34.994725 | -94.64586111 | 152.001 | 49.701 | — | 3 | 0 | 2 | 46.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.8 | Fair (5) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19007 BRKEY
19231 NBI No.
19231 On Under
1 Structure No.
4004 0782 X Control No.
004 Lane Ind.
Milepoint
07820 Facility Carried
U.S. 59 Feature Intersected
POTEAU RIVER O'FLOW Division
02 County
079 Location
7.82 N JCT US-270 Sufficiency
73.8 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
46.699 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
1976 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
46.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.001 Deck Width
49.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
9 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19231 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4004 0782 X H Index
99.0767 Latitude
34:59:41.01 Longitude
-94:38:45.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
034 NBI Text
19231 Vault Link
http://plansrv1/bridgemaintvault/b19231 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.994725 Longitude DD
-94.64586111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19007 x
-10535929.0644561 y
4163164.31573884 |
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| 19230 | 4004 0583 X | 19230 | Le Flore | U.S. 59 | MORRIS CREEK O'FLOW | 4004 0583 X | (6) 25ft. CONCRETE SLAB | 1976 | 34.96749722 | -94.63792778 | 152.001 | 49.701 | — | 6 | 0 | 2 | 46.699 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19006 BRKEY
19230 NBI No.
19230 On Under
1 Structure No.
4004 0583 X Control No.
004 Lane Ind.
Milepoint
05830 Facility Carried
U.S. 59 Feature Intersected
MORRIS CREEK O'FLOW Division
02 County
079 Location
5.83 N JCT US-270 Sufficiency
83 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
46.699 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
1976 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
46.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
01 Length
152.001 Deck Width
49.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
9 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
28.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19230 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(6) 25ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4004 0583 X H Index
97.1393 Latitude
34:58:02.99 Longitude
-94:38:16.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
032 NBI Text
19230 Vault Link
http://plansrv1/bridgemaintvault/b19230 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.96749722 Longitude DD
-94.63792778 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19006 x
-10535045.9302002 y
4159465.02286951 |
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| 19229 | 7280 0080 X | 19229 | Tulsa | U.S. 64 / S.H. 51 | UTICA STREET UNDER | 7280 0080 X | 2-75ft. PCB SPANS | 1976 | 36.142694 | -95.967386 | 149.934 | 139.108 | — | 2 | 0 | 6 | 136.201 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.5 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 83900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19005 BRKEY
19229 NBI No.
19229 On Under
1 Structure No.
7280 0080 X Control No.
080 Lane Ind.
Milepoint
00800 Facility Carried
U.S. 64 / S.H. 51 Feature Intersected
UTICA STREET UNDER Division
08 County
143 Location
0.8 MI E I-444 Sufficiency
64.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
60 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
1976 ADT Total
83900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
136.201 Ref. Underclearance Rt.
H Underclearance Right
7.874 Underclearance Left
5 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
149.934 Deck Width
139.108 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
134240 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1610 Min Measured Clearance
1603 NBI Rating
19229 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-75ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0080 X H Index
86.8219 Latitude
36:08:33.7 Longitude
-95:58:02.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19229 Vault Link
http://plansrv1/bridgemaintvault/b19229 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.142694 Longitude DD
-95.967386 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
19005 x
-10683040.5422815 y
4320273.65188688 |
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| 19228 | 7294 0102 X | 19228 | Tulsa | BOULDER AVE. | U.S. 64 / US 75 / SH 51 | 7294 0102 X | 78ft.,75ft.PCBM W/SDWK | 1976 | 36.143611 | -95.988611 | 151.903 | 62.992 | — | 2 | 10 | 2 | 49.869 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.2 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19004 BRKEY
19228 NBI No.
19228 On Under
1 Structure No.
7294 0102 X Control No.
Lane Ind.
Milepoint
Facility Carried
BOULDER AVE. Feature Intersected
U.S. 64 / US 75 / SH 51 Division
08 County
143 Location
1.02 MI E I-244 Sufficiency
79.2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.869 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1976 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
2 Road Width
49.869 Ref. Underclearance Rt.
H Underclearance Right
8.858 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
49.869 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
62.992 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2208 Max Measured Clearance
2207 Min Measured Clearance
2108 NBI Rating
19228 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
4.921 Rt. Curb SW
4.921 Description
78ft.,75ft.PCBM W/SDWK Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7294 0102 X H Index
90.1732 Latitude
36:08:37 Longitude
-95:59:19 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
BOULDER AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19228 Vault Link
http://plansrv1/bridgemaintvault/b19228 GIS FO/SD
FO H Inv. Method
22 Latitude DD
36.143611 Longitude DD
-95.988611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
19004 x
-10685403.2984736 y
4320400.05952898 |
|||||||||||||||||||||||||||||||||||||
| 19136 | 4408 0552 X | 19136 | McClain | S.H. 9 | CREEK | 4408 0552 X | 3-6ft. X 5ft. X 124ft. RDY | 1976 | 35.1825 | -97.50338611 | 21.982 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 18700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19002 BRKEY
19136 NBI No.
19136 On Under
1 Structure No.
4408 0552 X Control No.
008 Lane Ind.
Milepoint
05520 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
03 County
087 Location
5.6 MI. E. JCT. US62 Sufficiency
70 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
77.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1976 ADT Total
18700 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
5 Fill RCB
3 Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
145.4 HS Inv. Rating Method
1 HS Inv. Method
87.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29920 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19136 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-6ft. X 5ft. X 124ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4408 0552 X H Index
98.68 Latitude
35:10:57 Longitude
-97:30:12.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19136 Vault Link
http://plansrv1/bridgemaintvault/b19136 GIS FO/SD
Meets Standards H Inv. Method
49.9 Latitude DD
35.1825 Longitude DD
-97.50338611 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19002 x
-10854027.2923851 y
4188709.90542777 |
|||||||||||||||||||||||||||||||||||||
| 19135 | 3226 0432 X | 19135 | Hughes | S.H. 48 | CREEK | 3226 0432 X | 2-8ft.X8ft.X181ft. - 3ft. CW | 1976 | 35.01529722 | -96.34011667 | 23.95 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19001 BRKEY
19135 NBI No.
19135 On Under
1 Structure No.
3226 0432 X Control No.
026 Lane Ind.
Milepoint
04320 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
063 Location
4.8 MI N SH 1 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1976 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
19 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
99.99 HS Inv. Rating Method
2 HS Inv. Method
99.6 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19135 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft.X8ft.X181ft. - 3ft. CW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3226 0432 X H Index
83.8918 Latitude
35:00:55.07 Longitude
-96:20:24.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19135 Vault Link
http://plansrv1/bridgemaintvault/b19135 GIS FO/SD
Meets Standards H Inv. Method
99 Latitude DD
35.01529722 Longitude DD
-96.34011667 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19001 x
-10724532.730669 y
4165960.16952272 |
|||||||||||||||||||||||||||||||||||||
| 19134 | 4408 0390 X | 19134 | McClain | S.H. 9 | CREEK | 4408 0390 X | 2-10ft.X8ft.X214ft. RC BOX | 1976 | 35.18167222 | -97.53220556 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19000 BRKEY
19134 NBI No.
19134 On Under
1 Structure No.
4408 0390 X Control No.
008 Lane Ind.
Milepoint
03900 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
03 County
087 Location
4.0 MI. E. JCT. US62 Sufficiency
65.7 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1976 ADT Total
16000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.31 HS Inv. Rating Method
2 HS Inv. Method
29.58 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
25600 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19134 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X214ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4408 0390 X H Index
99.01 Latitude
35:10:54.02 Longitude
-97:31:55.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19134 Vault Link
http://plansrv1/bridgemaintvault/b19134 GIS FO/SD
Meets Standards H Inv. Method
16.43 Latitude DD
35.18167222 Longitude DD
-97.53220556 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19000 x
-10857235.4588841 y
4188597.16197974 |
|||||||||||||||||||||||||||||||||||||
| 19133 | 1714 0046 X | 19133 | Cotton | S.H. 5 | CREEK | 1714 0046 X | 3-8ft.X 8ft.X 162ft. R.C.BOX WITH 5ft. ADDITIONAL CURTAIN WALLS | 1976 | 34.36194444 | -98.39361111 | 26.903 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18999 BRKEY
19133 NBI No.
19133 On Under
1 Structure No.
1714 0046 X Control No.
014 Lane Ind.
Milepoint
00460 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
07 County
033 Location
0.40 MI E US 281 Sufficiency
94.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1976 ADT Total
3000 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
20 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
52.88 HS Inv. Rating Method
2 HS Inv. Method
31.72 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4800 Future ADT Year
2042 Bypass Detour
14.912909 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
19133 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 8ft.X 162ft. R.C.BOX WITH 5ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1714 0046 X H Index
100 Latitude
34:21:43 Longitude
-98:23:37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
39 NBI Text
19133 Vault Link
http://plansrv1/bridgemaintvault/b19133 GIS FO/SD
Meets Standards H Inv. Method
17.97 Latitude DD
34.36194444 Longitude DD
-98.39361111 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18999 x
-10953126.6860766 y
4077506.48315372 |
|||||||||||||||||||||||||||||||||||||
| 19226 | 4022 1405SX | 19226 | Le Flore | U.S. 271 | KANSAS CITY SOUTHERN R.R | 4022 1405SX | 54ft. - 45ft. - 46ft. PC BEAM SK 16° | 1976 | 35.29083333 | -94.44194444 | 147.001 | 43.701 | — | 3 | 16 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18984 BRKEY
19226 NBI No.
19226 On Under
1 Structure No.
4022 1405SX Control No.
022 Lane Ind.
S Milepoint
14050 Facility Carried
U.S. 271 Feature Intersected
KANSAS CITY SOUTHERN R.R Division
02 County
079 Location
14.05 E JCT US-59 Sufficiency
81 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40.699 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
1976 ADT Total
9000 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
R Underclearance Right
16.3 Underclearance Left
16.3 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
147.001 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14400 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
19226 ODOT County
40 Nav. Control
N 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
54ft. - 45ft. - 46ft. PC BEAM SK 16° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4022 1405SX H Index
91.3384 Latitude
35:17:27 Longitude
-94:26:31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
098 NBI Text
19226 Vault Link
http://plansrv1/bridgemaintvault/b19226 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.29083333 Longitude DD
-94.44194444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18984 x
-10513229.1645874 y
4203474.80678442 |
|||||||||||||||||||||||||||||||||||||
| 19225 | 4022 1405NX | 19225 | Le Flore | U.S. 271 | KANSAS CITY SOUTHERN R.R | 4022 1405NX | 45ft. - 52ft. -45ft. PC BEAM SK 16° | 1976 | 35.29138889 | -94.44166667 | 143.999 | 51.699 | — | 3 | 16 | 3 | 48.701 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18983 BRKEY
19225 NBI No.
19225 On Under
1 Structure No.
4022 1405NX Control No.
022 Lane Ind.
N Milepoint
14050 Facility Carried
U.S. 271 Feature Intersected
KANSAS CITY SOUTHERN R.R Division
02 County
079 Location
14.05 E JCT US-59 Sufficiency
96.1 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
48.701 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
1976 ADT Total
8850 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
3 Road Width
48.701 Ref. Underclearance Rt.
R Underclearance Right
16.3 Underclearance Left
16.3 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
143.999 Deck Width
51.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14160 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
19225 ODOT County
40 Nav. Control
N 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
45ft. - 52ft. -45ft. PC BEAM SK 16° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4022 1405NX H Index
90.9413 Latitude
35:17:29 Longitude
-94:26:30 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
097 NBI Text
19225 Vault Link
http://plansrv1/bridgemaintvault/b19225 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.29138889 Longitude DD
-94.44166667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18983 x
-10513198.2433725 y
4203550.57570524 |
|||||||||||||||||||||||||||||||||||||
| 19224 | 7294 0109 X | 19224 | Tulsa | MAIN ST. | U.S. 64 / US 75 / SH 51 | 7294 0109 X | 74ft.,70ft. PCBMW/SDWKS | 1976 | 36.143539 | -95.987408 | 142.58 | 62 | — | 2 | 14 | 2 | 49.869 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18982 BRKEY
19224 NBI No.
19224 On Under
1 Structure No.
7294 0109 X Control No.
Lane Ind.
Milepoint
Facility Carried
MAIN ST. Feature Intersected
U.S. 64 / US 75 / SH 51 Division
08 County
143 Location
1.0 MI E I-244 Sufficiency
95.5 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.869 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1976 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
2 Road Width
49.869 Ref. Underclearance Rt.
H Underclearance Right
9.4 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
49.869 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
142.58 Deck Width
62 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
107 HS Inv. Rating Method
1 HS Inv. Method
55 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2311 Max Measured Clearance
2500 Min Measured Clearance
2401 NBI Rating
19224 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
74ft.,70ft. PCBMW/SDWKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7294 0109 X H Index
68.5332 Latitude
36:08:36.74 Longitude
-95:59:14.67 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
MAIN ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19224 Vault Link
http://plansrv1/bridgemaintvault/b19224 GIS FO/SD
FO H Inv. Method
42 Latitude DD
36.143539 Longitude DD
-95.987408 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18982 x
-10685269.3811262 y
4320390.13433895 |
|||||||||||||||||||||||||||||||||||||
| 19223 | 7004R1100NX | 19223 | Texas | U.S. 54 | PONY CREEK | 7004 1100NX | 3-45ft. PC BM SPANS | 1976 | 36.77755833 | -101.331025 | 137.001 | 47.999 | — | 3 | 0 | 2 | 46.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
18981 BRKEY
19223 NBI No.
19223 On Under
1 Structure No.
7004R1100NX Control No.
004 Lane Ind.
N Milepoint
11000 Facility Carried
U.S. 54 Feature Intersected
PONY CREEK Division
06 County
139 Location
10.8 MI NE JCT SH 3 Sufficiency
72 Kind Hwy
2 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
46.001 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
1976 ADT Total
3400 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
46.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.001 Deck Width
47.999 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
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.186 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2034 Bypass Detour
0.124274 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
19223 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PC BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7004 1100NX H Index
70.4786 Latitude
36:46:39.21 Longitude
-101:19:51.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 54 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
19223 Vault Link
http://plansrv1/bridgemaintvault/b19223 GIS FO/SD
SD H Inv. Method
28.44 Latitude DD
36.77755833 Longitude DD
-101.331025 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18981 x
-11280118.1045605 y
4408146.47533263 |
|||||||||||||||||||||||||||||||||||||
| 19222 | 7510 0914 X | 19222 | Washita | S.H. 152 | TWO BABY CREEK | 7510 0914 X | 3-45ft. P/S CONC. BEAM SPANS | 1976 | 35.291242 | -98.824575 | 131.89 | 46.001 | — | 3 | 0 | 2 | 43.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18980 BRKEY
19222 NBI No.
19222 On Under
1 Structure No.
7510 0914 X Control No.
010 Lane Ind.
Milepoint
09140 Facility Carried
S.H. 152 Feature Intersected
TWO BABY CREEK Division
05 County
149 Location
1.7 MI E JCT S.H. 54 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.002 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
1976 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
131.89 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.8 HS Inv. Rating Method
3 HS Inv. Method
36.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
31.068559 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
19222 ODOT County
75 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
3-45ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7510 0914 X H Index
89.2219 Latitude
35:17:28.47 Longitude
-98:49:28.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19222 Vault Link
http://plansrv1/bridgemaintvault/b19222 GIS FO/SD
Meets Standards H Inv. Method
36.8 Latitude DD
35.291242 Longitude DD
-98.824575 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18980 x
-11001101.3668617 y
4203530.54236074 |
|||||||||||||||||||||||||||||||||||||
| 19221 | 6020 0211 X | 19221 | Payne | S.H. 51 | WEST BRUSH CREEK | 6020 0211 X | 3-45ft. PRES. CONC. BM. SPANS W/ SLOPED-FACE PARAPETS | 1976 | 36.11608056 | -97.01355278 | 137.139 | 58.999 | — | 3 | 0 | 4 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 9200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18979 BRKEY
19221 NBI No.
19221 On Under
1 Structure No.
6020 0211 X Control No.
020 Lane Ind.
Milepoint
02110 Facility Carried
S.H. 51 Feature Intersected
WEST BRUSH CREEK Division
04 County
119 Location
2.1 MI E US 177 Sufficiency
83 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
56.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1976 ADT Total
9200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
56.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.139 Deck Width
58.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50.5 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14720 Future ADT Year
2042 Bypass Detour
26.718961 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
19221 ODOT County
60 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. PRES. CONC. BM. SPANS W/ SLOPED-FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6020 0211 X H Index
99.4153 Latitude
36:06:57.89 Longitude
-97:00:48.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 (6TH STREET) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19221 Vault Link
http://plansrv1/bridgemaintvault/b19221 GIS FO/SD
Meets Standards H Inv. Method
38.9 Latitude DD
36.11608056 Longitude DD
-97.01355278 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18979 x
-10799499.295516 y
4316605.65607745 |
|||||||||||||||||||||||||||||||||||||
| 19408 | 4603 2151 X | 19408 | McIntosh | U.S. 69 | POST CREEK | 4603 2151 X | (3) 10ft. X 10ft. X 249ft. LONG RCB | 1978 | 35.515675 | -95.51280278 | 33.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 59 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 14900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18971 BRKEY
19408 NBI No.
19408 On Under
1 Structure No.
4603 2151 X Control No.
003 Lane Ind.
Milepoint
21510 Facility Carried
U.S. 69 Feature Intersected
POST CREEK Division
01 County
091 Location
4.3 N JCT I-40 Sufficiency
59 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
1978 ADT Total
14900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
13 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23840 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19408 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 249ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 2151 X H Index
99.5581 Latitude
35:30:56.43 Longitude
-95:30:46.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-2151 NBI Text
19408 Vault Link
http://plansrv1/bridgemaintvault/b19408 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.515675 Longitude DD
-95.51280278 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18971 x
-10632436.569708 y
4234182.01976693 |
|||||||||||||||||||||||||||||||||||||
| 19407 | 5156 0840 X | 19407 | Muskogee | U.S. 69 | BUTLER CREEK TRIB. | 5156 0840 X | 3-10ft.X 10ft.X 196ft. R.C | 1978 | 35.65961667 | -95.44209444 | 33.136 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | 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 | 15900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18970 BRKEY
19407 NBI No.
19407 On Under
1 Structure No.
5156 0840 X Control No.
056 Lane Ind.
Milepoint
08400 Facility Carried
U.S. 69 Feature Intersected
BUTLER CREEK TRIB. Division
01 County
101 Location
8.4 MI N MCINTOSH C/L Sufficiency
69 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1978 ADT Total
15900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25440 Future ADT Year
2042 Bypass Detour
27.961703 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
19407 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 196ft. R.C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 0840 X H Index
65.7859 Latitude
35:39:34.62 Longitude
-95:26:31.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19407 Vault Link
http://plansrv1/bridgemaintvault/b19407 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.65961667 Longitude DD
-95.44209444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18970 x
-10624565.3533043 y
4253885.66526637 |
|||||||||||||||||||||||||||||||||||||
| 19406 | 5156 0770 X | 19406 | Muskogee | U.S. 69 | BUTLER CREEK TRIB. | 5156 0770 X | 3-10ft.X 8ft.X 196ft. R.C. | 1978 | 35.65523889 | -95.44505556 | 33.136 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 15500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18969 BRKEY
19406 NBI No.
19406 On Under
1 Structure No.
5156 0770 X Control No.
056 Lane Ind.
Milepoint
07700 Facility Carried
U.S. 69 Feature Intersected
BUTLER CREEK TRIB. Division
01 County
101 Location
8.0 MI N MCINTOSH C/L Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1978 ADT Total
15500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 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
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24800 Future ADT Year
2042 Bypass Detour
27.961703 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
19406 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 196ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 0770 X H Index
66.4217 Latitude
35:39:18.86 Longitude
-95:26:42.2 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
-1 NBI Text
19406 Vault Link
http://plansrv1/bridgemaintvault/b19406 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.65523889 Longitude DD
-95.44505556 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18969 x
-10624894.9836749 y
4253285.88420648 |
|||||||||||||||||||||||||||||||||||||
| 19405 | 7293 0185 X | 19405 | Tulsa | U.S. 75 | CREEK | 7293 0185 X | 3-10ft.X 8ft.X 140ft. R.C.BOX | 1978 | 36.181647 | -95.965858 | 33.136 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 34000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18968 BRKEY
19405 NBI No.
19405 On Under
1 Structure No.
7293 0185 X Control No.
093 Lane Ind.
Milepoint
01850 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
08 County
143 Location
1.8 MI N OF I-244 Sufficiency
74.3 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1978 ADT Total
34000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
40 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
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
54400 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19405 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 8ft.X 140ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0185 X H Index
96.4023 Latitude
36:10:53.93 Longitude
-95:57:57.09 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
NBI Text
19405 Vault Link
http://plansrv1/bridgemaintvault/b19405 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.181647 Longitude DD
-95.965858 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18968 x
-10682870.4460996 y
4325644.59119525 |
|||||||||||||||||||||||||||||||||||||
| 19311 | 6925 2367 X | 19311 | Stephens | S.H. 7 | CREEK | 6925 2367 X | 2-12ft.X 8ft.X 93ft. R.C.BOX SK. 54 DEG. | 1977 | 34.44493333 | -97.57585556 | 30.801 | 0 | — | 2 | 54 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18964 BRKEY
19311 NBI No.
19311 On Under
1 Structure No.
6925 2367 X Control No.
025 Lane Ind.
Milepoint
23670 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
137 Location
0.6 MI W CARTER C/L Sufficiency
73.5 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1977 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
54 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
30.801 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.28 HS Inv. Rating Method
1 HS Inv. Method
55.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
54.700002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19311 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 8ft.X 93ft. R.C.BOX SK. 54 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 2367 X H Index
92.9185 Latitude
34:26:41.76 Longitude
-97:34:33.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
65 NBI Text
19311 Vault Link
http://plansrv1/bridgemaintvault/b19311 GIS FO/SD
Meets Standards H Inv. Method
31.09 Latitude DD
34.44493333 Longitude DD
-97.57585556 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18964 x
-10862094.5546572 y
4088703.32122934 |
|||||||||||||||||||||||||||||||||||||
| 19310 | 6925 2226 X | 19310 | Stephens | S.H. 7 | CREEK | 6925 2226 X | 3-10ft.X 10ft.X 93ft. R.C.BOX | 1977 | 34.44496667 | -97.60046944 | 33.1 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18963 BRKEY
19310 NBI No.
19310 On Under
1 Structure No.
6925 2226 X Control No.
025 Lane Ind.
Milepoint
22260 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
137 Location
2.0 MI W CARTER C/L Sufficiency
85.1 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1977 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.1 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92.55 HS Inv. Rating Method
1 HS Inv. Method
55.42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
54.700002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19310 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 93ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 2226 X H Index
100 Latitude
34:26:41.88 Longitude
-97:36:01.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
63 NBI Text
19310 Vault Link
http://plansrv1/bridgemaintvault/b19310 GIS FO/SD
Meets Standards H Inv. Method
30.82 Latitude DD
34.44496667 Longitude DD
-97.60046944 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18963 x
-10864834.5592453 y
4088707.8216862 |
|||||||||||||||||||||||||||||||||||||
| 19218 | 4004 0809 X | 19218 | Le Flore | U.S. 59 | POTEAU RIVER O'FLOW | 4004 0809 X | (3) 40ft. PC BEAM | 1976 | 34.998639 | -94.646164 | 122.001 | 49.701 | — | 3 | 0 | 2 | 46.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.1 | Fair (5) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18958 BRKEY
19218 NBI No.
19218 On Under
1 Structure No.
4004 0809 X Control No.
004 Lane Ind.
Milepoint
08090 Facility Carried
U.S. 59 Feature Intersected
POTEAU RIVER O'FLOW Division
02 County
079 Location
8.09 N JCT US-270 Sufficiency
71.1 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
46.699 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
1976 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
46.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
122.001 Deck Width
49.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19218 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 40ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4004 0809 X H Index
97.8211 Latitude
34:59:55.1 Longitude
-94:38:46.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035 NBI Text
19218 Vault Link
http://plansrv1/bridgemaintvault/b19218 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.998639 Longitude DD
-94.646164 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18958 x
-10535962.7820167 y
4163696.19113879 |
|||||||||||||||||||||||||||||||||||||
| 19216 | 2412 1450 X | 19216 | Garfield | U.S. 81 | CREEK | 2412 1450 X | 32ft.-42ft.-32ft. CONC. SLAB SPANS WITH 2-4ft. SIDEWALKS | 1976 | 36.37521667 | -97.88997222 | 107.999 | 73.599 | — | 3 | 0 | 4 | 63.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18956 BRKEY
19216 NBI No.
19216 On Under
1 Structure No.
2412 1450 X Control No.
012 Lane Ind.
Milepoint
14500 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
047 Location
1.1 S JCT US 412 Sufficiency
82.7 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
63.999 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
1976 ADT Total
10500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
01 Length
107.999 Deck Width
73.599 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16800 Future ADT Year
2042 Bypass Detour
50 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
19216 ODOT County
24 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
3 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
32ft.-42ft.-32ft. CONC. SLAB SPANS WITH 2-4ft. SIDEWALKS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2412 1450 X H Index
89.6456 Latitude
36:22:30.78 Longitude
-97:53:23.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19216 Vault Link
http://plansrv1/bridgemaintvault/b19216 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.37521667 Longitude DD
-97.88997222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18956 x
-10897061.8612981 y
4352374.19427323 |
|||||||||||||||||||||||||||||||||||||
| 19215 | 4603 1023EX | 19215 | McIntosh | U.S. 69 NB | S.H. 150 UNDER | 4603 1023EX | 98ft. PC BEAM | 1976 | 35.36211389 | -95.57397778 | 100 | 43.701 | — | 1 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18955 BRKEY
19215 NBI No.
19215 On Under
1 Structure No.
4603 1023EX Control No.
003 Lane Ind.
E Milepoint
10230 Facility Carried
U.S. 69 NB Feature Intersected
S.H. 150 UNDER Division
01 County
091 Location
6.9 S JCT I-40 Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.699 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
1976 ADT Total
8700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40.699 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.699 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
102 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1611 Min Measured Clearance
1608 NBI Rating
19215 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
98ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 1023EX H Index
87.9105 Latitude
35:21:43.61 Longitude
-95:34:26.32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1023E NBI Text
19215 Vault Link
http://plansrv1/bridgemaintvault/b19215 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.36211389 Longitude DD
-95.57397778 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18955 x
-10639246.5395572 y
4213200.51281287 |
|||||||||||||||||||||||||||||||||||||
| 19214 | 4603 1023WX | 19214 | McIntosh | U.S. 69 SB | S.H. 150 UNDER | 4603 1023WX | 98ft. PC BEAM | 1976 | 35.36218333 | -95.57433889 | 100 | 43.701 | — | 1 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18936 BRKEY
19214 NBI No.
19214 On Under
1 Structure No.
4603 1023WX Control No.
003 Lane Ind.
W Milepoint
10230 Facility Carried
U.S. 69 SB Feature Intersected
S.H. 150 UNDER Division
01 County
091 Location
6.9 S JCT I-40 Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.699 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
1976 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40.699 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.699 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
102 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1611 NBI Rating
19214 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
98ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 1023WX H Index
87.9666 Latitude
35:21:43.86 Longitude
-95:34:27.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1023W NBI Text
19214 Vault Link
http://plansrv1/bridgemaintvault/b19214 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.36218333 Longitude DD
-95.57433889 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18936 x
-10639286.7381386 y
4213209.99157157 |
|||||||||||||||||||||||||||||||||||||
| 19213 | 6902 0821 X | 19213 | Stephens | U.S. 81 | CO. RD. UNDER | 6902 0821 X | 32ft.-40ft.-32ft. CONT. CONC. SLAB SPANS | 1976 | 34.405275 | -97.97401944 | 105 | 49.701 | — | 3 | 0 | 2 | 43.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18935 BRKEY
19213 NBI No.
19213 On Under
1 Structure No.
6902 0821 X Control No.
002 Lane Ind.
Milepoint
08210 Facility Carried
U.S. 81 Feature Intersected
CO. RD. UNDER Division
07 County
137 Location
2.3 MI N JCT SH-53 Sufficiency
80.3 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1976 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
105 Deck Width
49.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.2 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1711 Max Measured Clearance
1810 Min Measured Clearance
1801 NBI Rating
19213 ODOT County
69 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
32ft.-40ft.-32ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6902 0821 X H Index
98.0544 Latitude
34:24:18.99 Longitude
-97:58:26.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
4 NBI Text
19213 Vault Link
http://plansrv1/bridgemaintvault/b19213 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
34.405275 Longitude DD
-97.97401944 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18935 x
-10906417.9550311 y
4083351.24474425 |
|||||||||||||||||||||||||||||||||||||
| 19212 | 7108 0251 X | 19212 | Tillman | U.S. 183 | BOTTLE CREEK | 7108 0251 X | 4-25ft. CONC. SLAB SPANS | 1976 | 34.27886944 | -99.05394167 | 100.066 | 45.899 | — | 4 | 0 | 2 | 42.9 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18934 BRKEY
19212 NBI No.
19212 On Under
1 Structure No.
7108 0251 X Control No.
008 Lane Ind.
Milepoint
02510 Facility Carried
U.S. 183 Feature Intersected
BOTTLE CREEK Division
05 County
141 Location
2.5 MI N JCT U.S. 70 Sufficiency
96.4 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.799 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
1976 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
42.9 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
01 Length
100.066 Deck Width
45.899 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.5 HS Inv. Rating Method
1 HS Inv. Method
42.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19212 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7108 0251 X H Index
94.0346 Latitude
34:16:43.93 Longitude
-99:03:14.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19212 Vault Link
http://plansrv1/bridgemaintvault/b19212 GIS FO/SD
Meets Standards H Inv. Method
23.6 Latitude DD
34.27886944 Longitude DD
-99.05394167 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18934 x
-11026634.347771 y
4066309.12766521 |
|||||||||||||||||||||||||||||||||||||
| 19211 | 7280 0060 X | 19211 | Tulsa | U.S. 64 / S.H. 51 | ST LOUIS STREET UNDER | 7280 0060 X | 100ft. PREST CONC BM SPAN | 1976 | 36.142703 | -95.971111 | 100.066 | 163.058 | — | 1 | 0 | 8 | 160.105 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.5 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 83900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18933 BRKEY
19211 NBI No.
19211 On Under
1 Structure No.
7280 0060 X Control No.
080 Lane Ind.
Milepoint
00600 Facility Carried
U.S. 64 / S.H. 51 Feature Intersected
ST LOUIS STREET UNDER Division
08 County
143 Location
0.7 MI E I-444 Sufficiency
75.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
70 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
1976 ADT Total
83900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
160.105 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
0 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
163.058 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
134240 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1602 Min Measured Clearance
1601 NBI Rating
19211 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0060 X H Index
98.3926 Latitude
36:08:33.73 Longitude
-95:58:16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 / S.H. 51 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19211 Vault Link
http://plansrv1/bridgemaintvault/b19211 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.142703 Longitude DD
-95.971111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18933 x
-10683455.2073847 y
4320274.89252177 |
|||||||||||||||||||||||||||||||||||||
| 19468 | 2431R0864NX | 19468 | Garfield | U.S. 64 / U.S. 412 | BLACK BEAR CREEK | 2431 0864NX | 40ft.-60ft.-40ft. PRESTRESSED CONC. BM. SPANS | 1978 | 36.397222 | -97.682222 | 142.5 | 43.701 | — | 3 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3550 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
18930 BRKEY
19468 NBI No.
19468 On Under
1 Structure No.
2431R0864NX Control No.
031 Lane Ind.
N Milepoint
08640 Facility Carried
U.S. 64 / U.S. 412 Feature Intersected
BLACK BEAR CREEK Division
04 County
047 Location
11.6 MI E JCT US 81 Sufficiency
83.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.699 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
1978 ADT Total
3550 ADT Year
2017 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
142.5 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5680 Future ADT Year
2037 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
19468 ODOT County
24 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
40ft.-60ft.-40ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2431 0864NX H Index
85.3656 Latitude
36:23:50 Longitude
-97:40:56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 & 412, S.H. 15 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19468 Vault Link
http://plansrv1/bridgemaintvault/b19468 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.397222 Longitude DD
-97.682222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18930 x
-10873935.2125955 y
4355417.06519363 |
|||||||||||||||||||||||||||||||||||||
| 19467 | 7293 0043 X | 19467 | Tulsa | INDEPENDENCE AVE. | U.S. 75 UNDER | 7293 0043 X | 2-74ft. RIGID FRAME SPANS SK. 85 DEG. 18ft.24ft. WITH 2-5ft. SIDEWALKS | 1978 | 36.16611111 | -95.98027778 | 160 | 37.999 | — | 2 | 5 | 2 | 26.001 | 1 - Concrete | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18929 BRKEY
19467 NBI No.
19467 On Under
1 Structure No.
7293 0043 X Control No.
Lane Ind.
Milepoint
Facility Carried
INDEPENDENCE AVE. Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
0.4 MI N JCT I-244 Sufficiency
86.6 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1978 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
07 Length
160 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.7 HS Inv. Rating Method
1 HS Inv. Method
42.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1707 Max Measured Clearance
1704 Min Measured Clearance
1606 NBI Rating
19467 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
2-74ft. RIGID FRAME SPANS SK. 85 DEG. 18ft.24ft. WITH 2-5ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0043 X H Index
91.2487 Latitude
36:09:58 Longitude
-95:58:49 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
INDEPENDENCE AVE. Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19467 Vault Link
http://plansrv1/bridgemaintvault/b19467 GIS FO/SD
Meets Standards H Inv. Method
23.9 Latitude DD
36.16611111 Longitude DD
-95.98027778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18929 x
-10684475.6486665 y
4323502.14296893 |
|||||||||||||||||||||||||||||||||||||
| 19301 | 6925 2343 X | 19301 | Stephens | S.H. 7 | CREEK | 6925 2343 X | 2-12ft.X 9ft.X 84ft. R.C.BOX | 1977 | 34.44491944 | -97.58007222 | 25.899 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18919 BRKEY
19301 NBI No.
19301 On Under
1 Structure No.
6925 2343 X Control No.
025 Lane Ind.
Milepoint
23430 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
137 Location
1.9 MI W CARTER C/L Sufficiency
85.1 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1977 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.899 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.9 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
54.700002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19301 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 9ft.X 84ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 2343 X H Index
100 Latitude
34:26:41.71 Longitude
-97:34:48.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
64 NBI Text
19301 Vault Link
http://plansrv1/bridgemaintvault/b19301 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
34.44491944 Longitude DD
-97.58007222 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18919 x
-10862563.9511013 y
4088701.44626449 |
|||||||||||||||||||||||||||||||||||||
| 19300 | 6925 2026 X | 19300 | Stephens | S.H. 7 | CREEK | 6925 2026 X | 2-10ft.X 8ft.X 161ft. R.C.BOX | 1977 | 34.44620278 | -97.63531389 | 22.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18918 BRKEY
19300 NBI No.
19300 On Under
1 Structure No.
6925 2026 X Control No.
025 Lane Ind.
Milepoint
20260 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
137 Location
3.8 MI W CARTER C/L Sufficiency
85.1 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1977 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
61.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
54.700002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19300 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 161ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 2026 X H Index
99.4925 Latitude
34:26:46.33 Longitude
-97:38:07.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
62 NBI Text
19300 Vault Link
http://plansrv1/bridgemaintvault/b19300 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
34.44620278 Longitude DD
-97.63531389 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18918 x
-10868713.4256762 y
4088874.68137441 |
|||||||||||||||||||||||||||||||||||||
| 19299 | 6925 1896 X | 19299 | Stephens | S.H. 7 | ICE HOLLOW CREEK | 6925 1896 X | 2-12ft.X 10ft.X 84ft. R.C.BOX SK. 18 DEG. | 1977 | 34.44709444 | -97.6579 | 26.9 | 0 | — | 2 | 18 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18917 BRKEY
19299 NBI No.
19299 On Under
1 Structure No.
6925 1896 X Control No.
025 Lane Ind.
Milepoint
18960 Facility Carried
S.H. 7 Feature Intersected
ICE HOLLOW CREEK Division
07 County
137 Location
5.4 MI W CARTER C/L Sufficiency
85.1 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1977 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.9 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
91.92 HS Inv. Rating Method
1 HS Inv. Method
55.14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
54.700002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19299 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 10ft.X 84ft. R.C.BOX SK. 18 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 1896 X H Index
98.0702 Latitude
34:26:49.54 Longitude
-97:39:28.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61 NBI Text
19299 Vault Link
http://plansrv1/bridgemaintvault/b19299 GIS FO/SD
Meets Standards H Inv. Method
30.63 Latitude DD
34.44709444 Longitude DD
-97.6579 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18917 x
-10871227.6999404 y
4088995.04607049 |
|||||||||||||||||||||||||||||||||||||
| 19297 | 4704 0120 X | 19297 | Major | U.S. 60 | CREEK | 4704 0120 X | 1-6X4 & 2-8X 3ft.X 79.5 RCB | 1977 | 36.278075 | -98.479703 | 23.95 | 78.5 | — | 3 | 0 | 4 | 50 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 60.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18915 BRKEY
19297 NBI No.
19297 On Under
1 Structure No.
4704 0120 X Control No.
004 Lane Ind.
Milepoint
01200 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
06 County
093 Location
0.2 MI N JCT SH 58 Sufficiency
60.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50.801 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
1977 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
78.5 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.1 HS Inv. Rating Method
1 HS Inv. Method
25.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
19297 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
1-6X4 & 2-8X 3ft.X 79.5 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4704 0120 X H Index
97.68 Latitude
36:16:41.07 Longitude
-98:28:46.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19297 Vault Link
http://plansrv1/bridgemaintvault/b19297 GIS FO/SD
FO H Inv. Method
14.5 Latitude DD
36.278075 Longitude DD
-98.479703 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18915 x
-10962710.3914328 y
4338951.83301605 |
|||||||||||||||||||||||||||||||||||||
| 19296 | 1010 0075 X | 19296 | Carter | S.H. 7 | CREEK | 1010 0075 X | (2) 10ft. X 5ft. X 184ft. RCB | 1977 | 34.44495833 | -97.54918056 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18914 BRKEY
19296 NBI No.
19296 On Under
1 Structure No.
1010 0075 X Control No.
010 Lane Ind.
Milepoint
00750 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
019 Location
0.7 MI E STEPHENS C/L Sufficiency
65.3 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1977 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
21 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.4 HS Inv. Rating Method
1 HS Inv. Method
26.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
47.845582 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
19296 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 5ft. X 184ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1010 0075 X H Index
86.9104 Latitude
34:26:41.85 Longitude
-97:32:57.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
021 NBI Text
19296 Vault Link
http://plansrv1/bridgemaintvault/b19296 GIS FO/SD
Meets Standards H Inv. Method
14.5 Latitude DD
34.44495833 Longitude DD
-97.54918056 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18914 x
-10859125.1072403 y
4088706.69589689 |
|||||||||||||||||||||||||||||||||||||
| 19206 | 7283 0667 XC | 19206 | Tulsa | U.S. 169 SD(E41 ST | MINGO CREEK | 7283 0667 XC | 6-15ft.X 12ft.X 148ft. R.C.BOX | 1976 | 36.10425833 | -95.86190278 | 96.129 | 0 | — | 6 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18911 BRKEY
19206 NBI No.
19206 On Under
1 Structure No.
7283 0667 XC Control No.
083 Lane Ind.
Milepoint
06670 Facility Carried
U.S. 169 SD(E41 ST Feature Intersected
MINGO CREEK Division
08 County
143 Location
500' W OF US 169 Sufficiency
92.5 Kind Hwy
8 Level Service
0 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1976 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
5 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
96.129 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.
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
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
59.2 HS Inv. Rating Method
2 HS Inv. Method
35.5 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
160 Future ADT Year
2042 Bypass Detour
0.1 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
19206 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
10 Rt. Curb SW
0 Description
6-15ft.X 12ft.X 148ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
7283 0667 XC H Index
95.5755 Latitude
36:06:15.33 Longitude
-95:51:42.85 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 SD(E41 ST Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
19206 Vault Link
http://plansrv1/bridgemaintvault/b19206 GIS FO/SD
Meets Standards H Inv. Method
19.7 Latitude DD
36.10425833 Longitude DD
-95.86190278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
18911 x
-10671298.2039439 y
4314976.65671657 |
|||||||||||||||||||||||||||||||||||||
| 19205 | 5710 1779 X | 19205 | Osage | S.H. 11 | LITTLE DOG THREASHER CR | 5710 1779 X | 80ft. PRESTRESSED CONC | 1976 | 36.55150833 | -96.12068333 | 80.052 | 35 | — | 1 | 30 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.5 | 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 | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18910 BRKEY
19205 NBI No.
19205 On Under
1 Structure No.
5710 1779 X Control No.
010 Lane Ind.
Milepoint
17790 Facility Carried
S.H. 11 Feature Intersected
LITTLE DOG THREASHER CR Division
08 County
113 Location
1.8 MI. E. JCT.SH123 Sufficiency
77.5 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1976 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
80.052 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.2 HS Inv. Rating Method
1 HS Inv. Method
33.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19205 ODOT County
57 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
80ft. PRESTRESSED CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5710 1779 X H Index
79.3885 Latitude
36:33:05.43 Longitude
-96:07:14.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
19205 Vault Link
http://plansrv1/bridgemaintvault/b19205 GIS FO/SD
Meets Standards H Inv. Method
23.1 Latitude DD
36.55150833 Longitude DD
-96.12068333 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18910 x
-10700105.5229971 y
4376775.84793016 |
|||||||||||||||||||||||||||||||||||||
| 19204 | 7283 0621 X | 19204 | Tulsa | U.S. 169 | MINGO CREEK | 7283 0621 X | 5-15ft.X 12ft.X 437ft. R.C.BOX N END SK 45 DEG. | 1976 | 36.09664722 | -95.86017222 | 83.005 | 0 | — | 5 | 45 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 123200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18909 BRKEY
19204 NBI No.
19204 On Under
1 Structure No.
7283 0621 X Control No.
083 Lane Ind.
Milepoint
06210 Facility Carried
U.S. 169 Feature Intersected
MINGO CREEK Division
08 County
143 Location
0.5 MI N 51 ST. Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
60 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
1976 ADT Total
123200 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
8 Fill RCB
10 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
83.005 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
288.5 HS Inv. Rating Method
1 HS Inv. Method
172.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
197120 Future ADT Year
2042 Bypass Detour
3.728227 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
19204 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
5-15ft.X 12ft.X 437ft. R.C.BOX N END SK 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7283 0621 X H Index
98.8523 Latitude
36:05:47.93 Longitude
-95:51:36.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19204 Vault Link
http://plansrv1/bridgemaintvault/b19204 GIS FO/SD
Meets Standards H Inv. Method
96.8 Latitude DD
36.09664722 Longitude DD
-95.86017222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18909 x
-10671105.5588859 y
4313928.04238341 |
|||||||||||||||||||||||||||||||||||||
| 19484 | 1937R3925 X | 19484 | Creek | TURNER TP (I-44) | S.H. 66 UNDER | 1906 0679NX | 2-49ft., 43ft.,50ft. I-BM. | 1978 | 36.073967 | -96.055694 | 191.929 | 39.701 | — | 4 | 71 | 2 | 36.699 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 13150 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
18907 BRKEY
19484 NBI No.
19484 On Under
1 Structure No.
1937R3925 X Control No.
037 Lane Ind.
Milepoint
39250 Facility Carried
TURNER TP (I-44) Feature Intersected
S.H. 66 UNDER Division
08 County
037 Location
0.1 MI E TURNPIKE GATE Sufficiency
90.9 Kind Hwy
8 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.699 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1978 ADT Total
13150 ADT Year
2020 Design Load
HS 20 Skew
71 No. Main Spans
4 Road Width
36.699 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
191.929 Deck Width
39.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21040 Future ADT Year
2040 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1611 Min Measured Clearance
1604 NBI Rating
19484 ODOT County
19 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
2-49ft., 43ft.,50ft. I-BM. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1906 0679NX H Index
82.2714 Latitude
36:04:26.28 Longitude
-96:03:20.5 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
TURNER TP (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
-1 NBI Text
19484 Vault Link
http://plansrv1/bridgemaintvault/b19484 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.073967 Longitude DD
-96.055694 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18907 x
-10692870.9438745 y
4310803.89606448 |
|||||||||||||||||||||||||||||||||||||
| 19483 | 4603 2163WX | 19483 | McIntosh | U.S. 69 SB | PECAN CREEK | 4603 2163WX | (3) 60ft. PC BEAM | 1978 | 35.51758333 | -95.51318611 | 183.999 | 43.701 | — | 3 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18906 BRKEY
19483 NBI No.
19483 On Under
1 Structure No.
4603 2163WX Control No.
003 Lane Ind.
W Milepoint
21630 Facility Carried
U.S. 69 SB Feature Intersected
PECAN CREEK Division
01 County
091 Location
4.5 N JCT I-40 Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.699 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
1978 ADT Total
7450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11920 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
19483 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 2163WX H Index
93.7026 Latitude
35:31:03.3 Longitude
-95:30:47.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-2163W NBI Text
19483 Vault Link
http://plansrv1/bridgemaintvault/b19483 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.51758333 Longitude DD
-95.51318611 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18906 x
-10632479.2418084 y
4234443.01260598 |
|||||||||||||||||||||||||||||||||||||
| 19482 | 4603 2163EX | 19482 | McIntosh | U.S. 69 NB | PECAN CREEK | 4603 2163EX | (3) 60ft. PC BEAM | 1978 | 35.51754444 | -95.51265278 | 183.999 | 43.701 | — | 3 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18905 BRKEY
19482 NBI No.
19482 On Under
1 Structure No.
4603 2163EX Control No.
003 Lane Ind.
E Milepoint
21630 Facility Carried
U.S. 69 NB Feature Intersected
PECAN CREEK Division
01 County
091 Location
4.5 N JCT I-40 Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.699 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
1978 ADT Total
7000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11200 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
19482 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 2163EX H Index
95.3883 Latitude
35:31:03.16 Longitude
-95:30:45.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-2163E NBI Text
19482 Vault Link
http://plansrv1/bridgemaintvault/b19482 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.51754444 Longitude DD
-95.51265278 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18905 x
-10632419.8717843 y
4234437.69375143 |
|||||||||||||||||||||||||||||||||||||
| 19481 | 5156 0083WX | 19481 | Muskogee | U.S. 69 SB | ANDERSON CREEK | 5156 0083WX | 3-60ft. PRESTRESSED CO | 1978 | 35.56330556 | -95.49314167 | 183.071 | 43.701 | — | 3 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18904 BRKEY
19481 NBI No.
19481 On Under
1 Structure No.
5156 0083WX Control No.
056 Lane Ind.
W Milepoint
00830 Facility Carried
U.S. 69 SB Feature Intersected
ANDERSON CREEK Division
01 County
101 Location
0.7 MI N MCINTOSH C/L Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.699 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
1978 ADT Total
7450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.071 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19481 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 0083WX H Index
93.4824 Latitude
35:33:47.9 Longitude
-95:29:35.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 SB 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
19481 Vault Link
http://plansrv1/bridgemaintvault/b19481 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.56330556 Longitude DD
-95.49314167 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18904 x
-10630247.9049543 y
4240698.07200473 |
|||||||||||||||||||||||||||||||||||||
| 19480 | 5156 0083EX | 19480 | Muskogee | U.S. 69 NB | ANDERSON CREEK | 5156 0083EX | 3-60ft. PRESTRESSED CO | 1978 | 35.56319167 | -95.492625 | 183.071 | 43.701 | — | 3 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18903 BRKEY
19480 NBI No.
19480 On Under
1 Structure No.
5156 0083EX Control No.
056 Lane Ind.
E Milepoint
00830 Facility Carried
U.S. 69 NB Feature Intersected
ANDERSON CREEK Division
01 County
101 Location
0.7 MI N MCINTOSH C/L Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.699 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
1978 ADT Total
7050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.071 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19480 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 0083EX H Index
90.2032 Latitude
35:33:47.49 Longitude
-95:29:33.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 NB 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
19480 Vault Link
http://plansrv1/bridgemaintvault/b19480 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.56319167 Longitude DD
-95.492625 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18903 x
-10630190.389513 y
4240682.48677764 |
|||||||||||||||||||||||||||||||||||||
| 19479 | 7278 0025SX | 19479 | Tulsa | I-44 | 38TH W.AVE. & TSU R.R UN | 7278 0025SX | 46ft.-56ft.-40ft.-48ft. I-BM. SPANS VAR. SK. | 1978 | 36.08869167 | -96.03635833 | 186.024 | 53.15 | — | 4 | 34 | 3 | 49.869 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18902 BRKEY
19479 NBI No.
19479 On Under
1 Structure No.
7278 0025SX Control No.
078 Lane Ind.
S Milepoint
00250 Facility Carried
I-44 Feature Intersected
38TH W.AVE. & TSU R.R UN Division
08 County
143 Location
0.2 MI E I-244 JCT. Sufficiency
93.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
49.869 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1978 ADT Total
21200 ADT Year
2022 Design Load
HS 20 Skew
34 No. Main Spans
4 Road Width
49.869 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
49.869 Span Type Main
M Material
3 - Steel Design
02 Length
186.024 Deck Width
53.15 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.9 HS Inv. Rating Method
1 HS Inv. Method
38.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1810 Max Measured Clearance
1908 Min Measured Clearance
1902 NBI Rating
19479 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
46ft.-56ft.-40ft.-48ft. I-BM. SPANS VAR. SK. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0025SX H Index
67.0315 Latitude
36:05:19.29 Longitude
-96:02:10.89 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 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
-1 NBI Text
19479 Vault Link
http://plansrv1/bridgemaintvault/b19479 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.08869167 Longitude DD
-96.03635833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18902 x
-10690718.506936 y
4312832.08167354 |
|||||||||||||||||||||||||||||||||||||
| 19391 | 7408 1668 X | 19391 | Washington | U.S. 75 | ELM CREEK | 7408 1668 X | 3-8ft.X 8ft.X 249ft. R.C.B | 1978 | 36.96456389 | -95.91759444 | 26.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18901 BRKEY
19391 NBI No.
19391 On Under
1 Structure No.
7408 1668 X Control No.
008 Lane Ind.
Milepoint
16680 Facility Carried
U.S. 75 Feature Intersected
ELM CREEK Division
08 County
147 Location
16.6 MI N US 60 E Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1978 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
565.1 HS Inv. Rating Method
1 HS Inv. Method
339 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
54.680665 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19391 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 8ft.X 249ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7408 1668 X H Index
97.8824 Latitude
36:57:52.43 Longitude
-95:55:03.34 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
-1 NBI Text
19391 Vault Link
http://plansrv1/bridgemaintvault/b19391 GIS FO/SD
Meets Standards H Inv. Method
302.8 Latitude DD
36.96456389 Longitude DD
-95.91759444 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18901 x
-10677497.7711765 y
4434168.60083607 |
|||||||||||||||||||||||||||||||||||||
| 19390 | 5128 0958 X | 19390 | Muskogee | S.H. 10 | SAND CREEK | 5128 0958 X | 2-12ft.X 7ft.X 50ft. R.C.B | 1978 | 35.65918056 | -95.19380556 | 25.919 | 51.4 | — | 2 | 0 | 2 | 36.2 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18900 BRKEY
19390 NBI No.
19390 On Under
1 Structure No.
5128 0958 X Control No.
028 Lane Ind.
Milepoint
09580 Facility Carried
S.H. 10 Feature Intersected
SAND CREEK Division
01 County
101 Location
10.1 MI N C/L Sufficiency
94.5 Kind Hwy
3 Level Service
1 Route No.
00010 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
1978 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
36.2 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
25.919 Deck Width
51.4 Bridge Open Closed
A TSF Rail
N 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
52.500001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19390 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 7ft.X 50ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 0958 X H Index
67 Latitude
35:39:33.05 Longitude
-95:11:37.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19390 Vault Link
http://plansrv1/bridgemaintvault/b19390 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.65918056 Longitude DD
-95.19380556 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18900 x
-10596925.9616131 y
4253825.91421142 |
|||||||||||||||||||||||||||||||||||||
| 19389 | 5156 0396 X | 19389 | Muskogee | U.S. 69 | BUTLER CREEK TRIB. | 5156 0396 X | 2-10ft.X 8ft.X 214ft. R.C. | 1978 | 35.60609444 | -95.47541667 | 24.934 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 14900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18899 BRKEY
19389 NBI No.
19389 On Under
1 Structure No.
5156 0396 X Control No.
056 Lane Ind.
Milepoint
03960 Facility Carried
U.S. 69 Feature Intersected
BUTLER CREEK TRIB. Division
01 County
101 Location
3.9 MI N MCINTOSH C/L Sufficiency
69.3 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1978 ADT Total
14900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
24.934 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.7 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23840 Future ADT Year
2042 Bypass Detour
27.961703 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
19389 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 214ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 0396 X H Index
66.3928 Latitude
35:36:21.94 Longitude
-95:28:31.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19389 Vault Link
http://plansrv1/bridgemaintvault/b19389 GIS FO/SD
Meets Standards H Inv. Method
18.9 Latitude DD
35.60609444 Longitude DD
-95.47541667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18899 x
-10628274.76698 y
4246555.06599682 |
|||||||||||||||||||||||||||||||||||||
| 19388 | 5128 0007 X | 19388 | Muskogee | S.H. 10 | LINE CREEK | 5128 0007 X | 2-12ft.X 8ft.X 50ft. R.C.B | 1978 | 35.55187222 | -95.13331389 | 27.001 | 52 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18898 BRKEY
19388 NBI No.
19388 On Under
1 Structure No.
5128 0007 X Control No.
028 Lane Ind.
Milepoint
00070 Facility Carried
S.H. 10 Feature Intersected
LINE CREEK Division
01 County
101 Location
0.2 MI W SEQUOYAH CO Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1978 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
27.001 Deck Width
52 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19388 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 8ft.X 50ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 0007 X H Index
97.03 Latitude
35:33:06.74 Longitude
-95:07:59.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19388 Vault Link
http://plansrv1/bridgemaintvault/b19388 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.55187222 Longitude DD
-95.13331389 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18898 x
-10590192.0597115 y
4239133.59208587 |
|||||||||||||||||||||||||||||||||||||
| 19200 | 3226 0733 X | 19200 | Hughes | S.H. 48 | BEEMORE CREEK | 3226 0733 X | 4-15ft.X12ft.X40ft. RC BOX | 1976 | 35.03778333 | -96.37505278 | 75.131 | 23.999 | — | 4 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18887 BRKEY
19200 NBI No.
19200 On Under
1 Structure No.
3226 0733 X Control No.
026 Lane Ind.
Milepoint
07330 Facility Carried
S.H. 48 Feature Intersected
BEEMORE CREEK Division
03 County
063 Location
7.5 MI N JCT SH 1 Sufficiency
73.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1976 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
75.131 Deck Width
23.999 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
47.2 HS Inv. Rating Method
2 HS Inv. Method
28.3 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19200 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-15ft.X12ft.X40ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3226 0733 X H Index
92.8372 Latitude
35:02:16.02 Longitude
-96:22:30.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19200 Vault Link
http://plansrv1/bridgemaintvault/b19200 GIS FO/SD
Meets Standards H Inv. Method
16.6 Latitude DD
35.03778333 Longitude DD
-96.37505278 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18887 x
-10728421.8006445 y
4169016.93387147 |
|||||||||||||||||||||||||||||||||||||
| 19473 | 5156 0170WX | 19473 | Muskogee | U.S. 69 SB | OLD U.S. 69 UNDER | 5156 0170WX | 45ft.-85ft.-45ft. PRESTRES | 1978 | 35.57577222 | -95.49136389 | 176.837 | 43.701 | — | 3 | 44 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18883 BRKEY
19473 NBI No.
19473 On Under
1 Structure No.
5156 0170WX Control No.
056 Lane Ind.
W Milepoint
01700 Facility Carried
U.S. 69 SB Feature Intersected
OLD U.S. 69 UNDER Division
01 County
101 Location
2.0 MI N MCINTOSH C/L Sufficiency
97.1 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.699 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
1978 ADT Total
7450 ADT Year
2022 Design Load
HS 20 Skew
44 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
176.837 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
1703 Max Measured Clearance
1707 Min Measured Clearance
1704 NBI Rating
19473 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-85ft.-45ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 0170WX H Index
89.0116 Latitude
35:34:32.78 Longitude
-95:29:28.91 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19473 Vault Link
http://plansrv1/bridgemaintvault/b19473 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.57577222 Longitude DD
-95.49136389 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18883 x
-10630050.00339 y
4242404.20055869 |