ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
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| 20717 | 7504 1084 X | 20717 | Washita | U.S. 183 | CREEK | 7504 1084 X | 3-12ft.X10ft.X130ft. RDY. R.C.B., SK. 15 DEG. R.F. | 1984 | 35.25842778 | -99.00025278 | 41.01 | 0 | — | 3 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20490 BRKEY
20717 NBI No.
20717 On Under
1 Structure No.
7504 1084 X Control No.
004 Lane Ind.
Milepoint
10840 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
149 Location
2.4 MI S JCT S.H. 152 Sufficiency
95.7 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
1984 ADT Total
2200 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
5 Appr. Roadway Width
70 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
26.09759 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
20717 ODOT County
75 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
3-12ft.X10ft.X130ft. RDY. R.C.B., SK. 15 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7504 1084 X H Index
96.37 Latitude
35:15:30.34 Longitude
-99:00:00.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20717 Vault Link
http://plansrv1/bridgemaintvault/b20717 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.25842778 Longitude DD
-99.00025278 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20490 x
-11020657.727875 y
4199056.14105823 |
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| 20626 | 5423 0196 X | 20626 | Okfuskee | S.H. 99A | CREEK | 5423 0196 X | 2-10ft.X 5ft.X 30ft. RDY R.C.BOX | 1984 | 35.34832778 | -96.41011944 | 23.95 | 22.001 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20489 BRKEY
20626 NBI No.
20626 On Under
1 Structure No.
5423 0196 X Control No.
023 Lane Ind.
Milepoint
01960 Facility Carried
S.H. 99A Feature Intersected
CREEK Division
03 County
107 Location
1.9 MI E SEMINOLE C/L Sufficiency
85.9 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1984 ADT Total
150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
22.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
240 Future ADT Year
2042 Bypass Detour
6.213712 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
-1 Min Measured Clearance
-1 NBI Rating
20626 ODOT County
54 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 30ft. RDY R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5423 0196 X H Index
98.4912 Latitude
35:20:53.98 Longitude
-96:24:36.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99A Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20626 Vault Link
http://plansrv1/bridgemaintvault/b20626 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.34832778 Longitude DD
-96.41011944 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
20489 x
-10732325.4033795 y
4211318.83078896 |
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| 20904 | 5563 0130 X | 20904 | Oklahoma | S.H. 74 | CREEK | 5563 0130 X | 2-10ft.X 3ft.X 414ft. R.C. BOX SK. VARIES W/ 8ft.X4ft. R.C. BOX PARALLEL ON EAST 120ft. | 1985 | 35.52557222 | -97.5766 | 23.999 | 0 | — | 2 | 99 | 12 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 114400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20482 BRKEY
20904 NBI No.
20904 On Under
1 Structure No.
5563 0130 X Control No.
063 Lane Ind.
Milepoint
01300 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
109 Location
1.3 MI N I-44 Sufficiency
70 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1985 ADT Total
114400 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
12 Fill RCB
7 Appr. Roadway Width
132.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
183040 Future ADT Year
2042 Bypass Detour
9.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20904 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 3ft.X 414ft. R.C. BOX SK. VARIES W/ 8ft.X4ft. R.C. BOX PARALLEL ON EAST 120ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0130 X H Index
96.724 Latitude
35:31:32.06 Longitude
-97:34:35.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 (LAKE HEFNER PKWY) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20904 Vault Link
http://plansrv1/bridgemaintvault/b20904 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.52557222 Longitude DD
-97.5766 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
20482 x
-10862177.4253389 y
4235535.68087226 |
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| 20810 | 7504 1300 X | 20810 | Washita | U.S. 183 | CAVALRY CREEK | 7504 1300 X | 100ft. P/S CONC. BEAM SPAN | 1984 | 35.28546389 | -98.98745556 | 102.034 | 70 | — | 1 | 0 | 2 | 68 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20475 BRKEY
20810 NBI No.
20810 On Under
1 Structure No.
7504 1300 X Control No.
004 Lane Ind.
Milepoint
13000 Facility Carried
U.S. 183 Feature Intersected
CAVALRY CREEK Division
05 County
149 Location
1.0 MI S JCT S.H. 152 Sufficiency
90 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68.002 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
1984 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
68 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
70 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.034 Deck Width
70 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
60.7 HS Inv. Rating Method
3 HS Inv. Method
36.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3520 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20810 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7504 1300 X H Index
98.6967 Latitude
35:17:07.67 Longitude
-98:59:14.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 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
20810 Vault Link
http://plansrv1/bridgemaintvault/b20810 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
35.28546389 Longitude DD
-98.98745556 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20475 x
-11019233.147861 y
4202742.5334271 |
|||||||||||||||||||||||||||||||||||||
| 20809 | 1603 1170SX | 20809 | Comanche | U.S. 62 | CRATER CREEK | 1603 1170SX | 30ft.-40ft.-30ft. DOUBLE TEE SPANS | 1984 | 34.63846667 | -98.62138333 | 100.066 | 41.667 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Fair (5) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20474 BRKEY
20809 NBI No.
20809 On Under
1 Structure No.
1603 1170SX Control No.
003 Lane Ind.
S Milepoint
11700 Facility Carried
U.S. 62 Feature Intersected
CRATER CREEK Division
07 County
031 Location
0.8 MI E OF SH 115 Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1984 ADT Total
4000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.03 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
100.066 Deck Width
41.667 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
5 Super Rating
8 Sub Rating
7 Chan. Rating
6 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
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20809 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. DOUBLE TEE SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1170SX H Index
94.7195 Latitude
34:38:18.48 Longitude
-98:37:16.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
013 NBI Text
20809 Vault Link
http://plansrv1/bridgemaintvault/b20809 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.63846667 Longitude DD
-98.62138333 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20474 x
-10978482.1736238 y
4114858.10267564 |
|||||||||||||||||||||||||||||||||||||
| 20808 | 4904 0358EX | 20808 | Mayes | U.S. 69 | SQUAW HOLLOW CREEK | 4904 0358EX | 100ft. PREST CONC BM SPAN | 1984 | 36.35735 | -95.29766389 | 102.001 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | 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 | 5250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20473 BRKEY
20808 NBI No.
20808 On Under
1 Structure No.
4904 0358EX Control No.
004 Lane Ind.
E Milepoint
03580 Facility Carried
U.S. 69 Feature Intersected
SQUAW HOLLOW CREEK Division
08 County
097 Location
3.7 MI N JCT US 20 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1984 ADT Total
5250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.001 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
8 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
78 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8400 Future ADT Year
2042 Bypass Detour
0.124274 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
20808 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4904 0358EX H Index
98.4435 Latitude
36:21:26.46 Longitude
-95:17:51.59 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
-1 NBI Text
20808 Vault Link
http://plansrv1/bridgemaintvault/b20808 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.35735 Longitude DD
-95.29766389 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20473 x
-10608487.4180233 y
4349904.24550487 |
|||||||||||||||||||||||||||||||||||||
| 20807 | 4904 0085EX | 20807 | Mayes | U.S. 69 | SALT CREEK | 4904 0085EX | 100ft. PREST CONC BM SPAN | 1984 | 36.32000278 | -95.314 | 102.001 | 40 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Satisfactory (6) | 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 | 5750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20472 BRKEY
20807 NBI No.
20807 On Under
1 Structure No.
4904 0085EX Control No.
004 Lane Ind.
E Milepoint
00850 Facility Carried
U.S. 69 Feature Intersected
SALT CREEK Division
08 County
097 Location
0.9 MI N JCT SH 20 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1984 ADT Total
5750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.001 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 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
78 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9200 Future ADT Year
2042 Bypass Detour
0.124274 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
20807 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4904 0085EX H Index
96.795 Latitude
36:19:12.01 Longitude
-95:18:50.4 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
-1 NBI Text
20807 Vault Link
http://plansrv1/bridgemaintvault/b20807 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.32000278 Longitude DD
-95.314 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20472 x
-10610305.9454701 y
4344743.07018736 |
|||||||||||||||||||||||||||||||||||||
| 20715 | 6108 0373 X | 20715 | Pittsburg | U.S. 270 | NUTTER CREEK | 6108 0373 X | (13ft. - 17ft. - 13ft.) X 14ft. X 75ft. RCB | 1984 | 34.91298889 | -95.71313889 | 45 | 73.999 | — | 3 | 0 | 4 | 72.598 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 11200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20470 BRKEY
20715 NBI No.
20715 On Under
1 Structure No.
6108 0373 X Control No.
008 Lane Ind.
Milepoint
03730 Facility Carried
U.S. 270 Feature Intersected
NUTTER CREEK Division
02 County
121 Location
3.7 SE JCT US 69B Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1984 ADT Total
11200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
72.598 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
73.999 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17920 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20715 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 14ft. X 75ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 0373 X H Index
96.9035 Latitude
34:54:46.76 Longitude
-95:42:47.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
053 NBI Text
20715 Vault Link
http://plansrv1/bridgemaintvault/b20715 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.91298889 Longitude DD
-95.71313889 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20470 x
-10654737.8834607 y
4152062.95958977 |
|||||||||||||||||||||||||||||||||||||
| 20714 | 1444 0075 X | 20714 | Cleveland | U.S. 77 | CREEK | 1444 0075 X | 3-10ft.X 8ft.X 196ft. RDY | 1984 | 35.19426389 | -97.4237 | 46.916 | 198.163 | — | 3 | 45 | 4 | 67.913 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | 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 | 15100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20469 BRKEY
20714 NBI No.
20714 On Under
1 Structure No.
1444 0075 X Control No.
044 Lane Ind.
Milepoint
00750 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
03 County
027 Location
0.75 MI NORTH OF SH 9 Sufficiency
85 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 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
1984 ADT Total
15100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
67.913 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
198.163 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
9 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
24160 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20714 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 196ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1444 0075 X H Index
97.6425 Latitude
35:11:39.35 Longitude
-97:25:25.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20714 Vault Link
http://plansrv1/bridgemaintvault/b20714 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.19426389 Longitude DD
-97.4237 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20469 x
-10845156.6751966 y
4190312.26871284 |
|||||||||||||||||||||||||||||||||||||
| 20713 | 5509 0073WXR | 20713 | Oklahoma | I-35 SB OFF-RAMP | BEAVER CREEK | 5509 0073WXR | (13ft.-17ft.-13ft.) X 15ft. X 145ft. R.C.BOX | 1984 | 35.55203611 | -97.45693889 | 47.001 | 0 | — | 3 | 0 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20468 BRKEY
20713 NBI No.
20713 On Under
1 Structure No.
5509 0073WXR Control No.
009 Lane Ind.
W Milepoint
00730 Facility Carried
I-35 SB OFF-RAMP Feature Intersected
BEAVER CREEK Division
04 County
109 Location
0.7 N I-35 & I-44 JCT Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1984 ADT Total
1000 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
1 Fill RCB
18 Appr. Roadway Width
25.997 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
1600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20713 ODOT County
55 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 145ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5509 0073WXR H Index
88.6259 Latitude
35:33:07.33 Longitude
-97:27:24.98 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 S.B. OFF-RAMP Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
20713 Vault Link
http://plansrv1/bridgemaintvault/b20713 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.55203611 Longitude DD
-97.45693889 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20468 x
-10848856.811506 y
4239156.01638105 |
|||||||||||||||||||||||||||||||||||||
| 20712 | 0610 0058 X | 20712 | Blaine | S.H. 3 | CREEK | 0610 0058 X | (12ft.-14ft.-12ft.)X9ft.X72ft. RDY. R.C.B. | 1984 | 35.84112778 | -98.408875 | 41.001 | 74.003 | — | 3 | 0 | 4 | 72.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20467 BRKEY
20712 NBI No.
20712 On Under
1 Structure No.
0610 0058 X Control No.
010 Lane Ind.
Milepoint
00580 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
05 County
011 Location
0.5 MI E JCT S.H. 8 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
72.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1984 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
72.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
AG Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
41.001 Deck Width
74.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.935 HS Inv. Rating Method
1 HS Inv. Method
38.581 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20712 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
(12ft.-14ft.-12ft.)X9ft.X72ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0610 0058 X H Index
96.0026 Latitude
35:50:28.06 Longitude
-98:24:31.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20712 Vault Link
http://plansrv1/bridgemaintvault/b20712 GIS FO/SD
Meets Standards H Inv. Method
21.385 Latitude DD
35.84112778 Longitude DD
-98.408875 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20467 x
-10954825.8545389 y
4278782.7621362 |
|||||||||||||||||||||||||||||||||||||
| 20711 | 0610 0050 X | 20711 | Blaine | S.H. 3 | CREEK | 0610 0050 X | (12ft.-14ft.-12ft.)X5ft.X80ft. RDY. R.C.B. | 1984 | 35.841125 | -98.41024722 | 41.01 | 82.001 | — | 3 | 0 | 4 | 80 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | 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 | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20466 BRKEY
20711 NBI No.
20711 On Under
1 Structure No.
0610 0050 X Control No.
010 Lane Ind.
Milepoint
00500 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
05 County
011 Location
0.5 MI E JCT S.H. 8 Sufficiency
92.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 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
1984 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
80 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
AG Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
82.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.376 HS Inv. Rating Method
1 HS Inv. Method
28.109 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20711 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
10 Rt. Curb SW
10 Description
(12ft.-14ft.-12ft.)X5ft.X80ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0610 0050 X H Index
94.7234 Latitude
35:50:28.05 Longitude
-98:24:36.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20711 Vault Link
http://plansrv1/bridgemaintvault/b20711 GIS FO/SD
Meets Standards H Inv. Method
15.653 Latitude DD
35.841125 Longitude DD
-98.41024722 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20466 x
-10954978.6093706 y
4278782.3803801 |
|||||||||||||||||||||||||||||||||||||
| 20974 | 6504 1794 X | 20974 | Roger Mills | U.S. 283 | WAGON CREEK | 6504 1794 X | (13ft.-17ft.-13ft.)X 9ft.X 88ft. RDY. R.C.B. | 1985 | 35.8591 | -99.729372 | 46.916 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20390 BRKEY
20974 NBI No.
20974 On Under
1 Structure No.
6504 1794 X Control No.
004 Lane Ind.
Milepoint
17940 Facility Carried
U.S. 283 Feature Intersected
WAGON CREEK Division
05 County
129 Location
0.2 MI S ELLIS C/L Sufficiency
89.7 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
88.002 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
1985 ADT Total
1700 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
9 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
2720 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20974 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 9ft.X 88ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6504 1794 X H Index
96.7 Latitude
35:51:32.76 Longitude
-99:43:45.74 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
20974 Vault Link
http://plansrv1/bridgemaintvault/b20974 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.8591 Longitude DD
-99.729372 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20390 x
-11101822.908173 y
4281251.02907789 |
|||||||||||||||||||||||||||||||||||||
| 20864 | 0602 1029NX | 20864 | Blaine | U.S. 270 | N. CANADIAN RIVER | 0602 1029NX | 70ft.,4-100ft.,70ft. P/S CONC. BEAM SPANS | 1984 | 35.84159167 | -98.46473889 | 542.001 | 40 | — | 6 | 0 | 2 | 38.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | 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 | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20334 BRKEY
20864 NBI No.
20864 On Under
1 Structure No.
0602 1029NX Control No.
002 Lane Ind.
N Milepoint
10290 Facility Carried
U.S. 270 Feature Intersected
N. CANADIAN RIVER Division
05 County
011 Location
10.2 MI E DEWEY C/L Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 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
1984 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
542.001 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20864 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.,4-100ft.,70ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0602 1029NX H Index
87.7172 Latitude
35:50:29.73 Longitude
-98:27:53.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 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
20864 Vault Link
http://plansrv1/bridgemaintvault/b20864 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.84159167 Longitude DD
-98.46473889 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20334 x
-10961044.5943274 y
4278846.46478189 |
|||||||||||||||||||||||||||||||||||||
| 20773 | 1603 1261SX | 20773 | Comanche | U.S. 62 | CARTER CREEK | 1603 1261SX | 3-25ft. DOUBLE TEE SPANS | 1984 | 34.63363056 | -98.6066 | 75.131 | 41.667 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20330 BRKEY
20773 NBI No.
20773 On Under
1 Structure No.
1603 1261SX Control No.
003 Lane Ind.
S Milepoint
12610 Facility Carried
U.S. 62 Feature Intersected
CARTER CREEK Division
07 County
031 Location
1.4 MI E OF SH 115 Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1984 ADT Total
4150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.03 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
75.131 Deck Width
41.667 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20773 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-25ft. DOUBLE TEE SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1261SX H Index
100 Latitude
34:38:01.07 Longitude
-98:36:23.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
015 NBI Text
20773 Vault Link
http://plansrv1/bridgemaintvault/b20773 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.63363056 Longitude DD
-98.6066 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20330 x
-10976836.500856 y
4114203.79168314 |
|||||||||||||||||||||||||||||||||||||
| 20677 | 3904 1550 X | 20677 | Latimer | U.S. 270 | COAL CREEK | 3904 1550 X | (3) 10ft. X 8ft. X 87.5ft. RCB | 1984 | 34.95023333 | -95.05656111 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.3 | 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) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20324 BRKEY
20677 NBI No.
20677 On Under
1 Structure No.
3904 1550 X Control No.
004 Lane Ind.
Milepoint
15500 Facility Carried
U.S. 270 Feature Intersected
COAL CREEK Division
02 County
077 Location
15.50 E JCT SH-2 Sufficiency
88.3 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1984 ADT Total
2000 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
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
3200 Future ADT Year
2042 Bypass Detour
54.680665 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
20677 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 8ft. X 87.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3904 1550 X H Index
97.5465 Latitude
34:57:00.84 Longitude
-95:03:23.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
010 NBI Text
20677 Vault Link
http://plansrv1/bridgemaintvault/b20677 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.95023333 Longitude DD
-95.05656111 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20324 x
-10581647.9793249 y
4157120.10735503 |
|||||||||||||||||||||||||||||||||||||
| 20676 | 0804 1466SX | 20676 | Caddo | U.S. 62 | CREEK | 0804 1466SX | 3-10ft.X 10ft.X 86ft. R.C. | 1984 | 35.07194444 | -98.13253889 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20323 BRKEY
20676 NBI No.
20676 On Under
1 Structure No.
0804 1466SX Control No.
004 Lane Ind.
S Milepoint
14660 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
015 Location
2.5 MI W GRADY C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1984 ADT Total
3150 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
3 Appr. Roadway Width
38.999 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5040 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20676 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 86ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0804 1466SX H Index
98.0886 Latitude
35:04:19 Longitude
-98:07:57.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14 NBI Text
20676 Vault Link
http://plansrv1/bridgemaintvault/b20676 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.07194444 Longitude DD
-98.13253889 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20323 x
-10924064.2594859 y
4173662.40926621 |
|||||||||||||||||||||||||||||||||||||
| 20675 | 6419 1123 X | 20675 | Pushmataha | S.H. 2 | MUD CREEK | 6419 1123 X | (3) 12ft. X 8ft. X 53ft. RCB | 1984 | 34.37256944 | -95.60540556 | 40 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | 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 | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20322 BRKEY
20675 NBI No.
20675 On Under
1 Structure No.
6419 1123 X Control No.
019 Lane Ind.
Milepoint
11230 Facility Carried
S.H. 2 Feature Intersected
MUD CREEK Division
02 County
127 Location
11.23 N JCT SH-3 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.999 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
1984 ADT Total
690 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
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
1104 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20675 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 12ft. X 8ft. X 53ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 1123 X H Index
97.2197 Latitude
34:22:21.25 Longitude
-95:36:19.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
075 NBI Text
20675 Vault Link
http://plansrv1/bridgemaintvault/b20675 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.37256944 Longitude DD
-95.60540556 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
20322 x
-10642745.0640236 y
4078939.38560387 |
|||||||||||||||||||||||||||||||||||||
| 20863 | 0304 0587WX | 20863 | Atoka | U.S. 69 | NORTH BOGGY CREEK | 0304 0587WX | 125ft.-160ft.-125ft. CONT | 1984 | 34.44023889 | -96.07386667 | 414 | 40 | — | 3 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20315 BRKEY
20863 NBI No.
20863 On Under
1 Structure No.
0304 0587WX Control No.
004 Lane Ind.
W Milepoint
05870 Facility Carried
U.S. 69 Feature Intersected
NORTH BOGGY CREEK Division
02 County
005 Location
5.8 MI N OF SH 7 WEST Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 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
1984 ADT Total
7850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
414 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
69.6 HS Inv. Rating Method
1 HS Inv. Method
41.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12560 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20863 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
125ft.-160ft.-125ft. CONT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 0587WX H Index
95.3928 Latitude
34:26:24.86 Longitude
-96:04:25.92 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
20 NBI Text
20863 Vault Link
http://plansrv1/bridgemaintvault/b20863 GIS FO/SD
Meets Standards H Inv. Method
23.2 Latitude DD
34.44023889 Longitude DD
-96.07386667 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20315 x
-10694893.9162453 y
4088069.65215521 |
|||||||||||||||||||||||||||||||||||||
| 20862 | 5509 0458 X | 20862 | Oklahoma | SOONER RD. SB | I-35 RAMPS S&N -E UNDER | 5509 0458 XR | 122ft.-119ft.-164ft. CONT. PLATE GIRDER SPANS SK. VARIES | 1984 | 35.59888889 | -97.42527778 | 407.001 | 41.001 | — | 3 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.8 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20314 BRKEY
20862 NBI No.
20862 On Under
1 Structure No.
5509 0458 X Control No.
Lane Ind.
Milepoint
Facility Carried
SOONER RD. SB Feature Intersected
I-35 RAMPS S&N -E UNDER Division
04 County
109 Location
4.5 MI N I-35 & I-44 Sufficiency
86.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1984 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
26.998 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
407.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1900 Min Measured Clearance
1604 NBI Rating
20862 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
122ft.-119ft.-164ft. CONT. PLATE GIRDER SPANS SK. VARIES Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0458 XR H Index
91.6039 Latitude
35:35:56 Longitude
-97:25:31 I257A
0 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
SOONER RD. SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20862 Vault Link
http://plansrv1/bridgemaintvault/b20862 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.59888889 Longitude DD
-97.42527778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
20314 x
-10845332.3128628 y
4245568.54234414 |
|||||||||||||||||||||||||||||||||||||
| 20861 | 5509 0459 X | 20861 | Oklahoma | SOONER RD. NB | I-35 RAMP S-E UNDER | 5509 0459 XR | 123ft.-104ft.-153ft. CONT. PLATE GIRDER SPANS SK. VARIES | 1984 | 35.59888889 | -97.425 | 382.001 | 41.001 | — | 3 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20313 BRKEY
20861 NBI No.
20861 On Under
1 Structure No.
5509 0459 X Control No.
Lane Ind.
Milepoint
Facility Carried
SOONER RD. NB Feature Intersected
I-35 RAMP S-E UNDER Division
04 County
109 Location
4.5 MI N I-35 & I-44 Sufficiency
97.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1984 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
19.003 Underclearance Left
23.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
382.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
2107 Min Measured Clearance
1904 NBI Rating
20861 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
123ft.-104ft.-153ft. CONT. PLATE GIRDER SPANS SK. VARIES Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0459 XR H Index
92.3008 Latitude
35:35:56 Longitude
-97:25:30 I257A
0 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
SOONER RD NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20861 Vault Link
http://plansrv1/bridgemaintvault/b20861 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.59888889 Longitude DD
-97.425 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
20313 x
-10845301.3905347 y
4245568.54234414 |
|||||||||||||||||||||||||||||||||||||
| 20860 | 0804 1226SX | 20860 | Caddo | U.S. 62 | DELAWARE CREEK | 0804 1226SX | 3-100ft. PRESTRESSED C | 1984 | 35.07181111 | -98.1749 | 301.837 | 47.001 | — | 3 | 45 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20312 BRKEY
20860 NBI No.
20860 On Under
1 Structure No.
0804 1226SX Control No.
004 Lane Ind.
S Milepoint
12260 Facility Carried
U.S. 62 Feature Intersected
DELAWARE CREEK Division
07 County
015 Location
4.8 MI W GRADY C/L Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1984 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.837 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20860 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0804 1226SX H Index
89.92 Latitude
35:04:18.52 Longitude
-98:10:29.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12 NBI Text
20860 Vault Link
http://plansrv1/bridgemaintvault/b20860 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.07181111 Longitude DD
-98.1749 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20312 x
-10928779.8766806 y
4173644.27430754 |
|||||||||||||||||||||||||||||||||||||
| 20859 | 0302 0725EX | 20859 | Atoka | U.S. 69 | CLEAR BOGGY CREEK | 0302 0725EX | (3) 100ft. PC BEAM SK 30° | 1984 | 34.25486389 | -96.21319722 | 302.001 | 41.001 | — | 3 | 30 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20311 BRKEY
20859 NBI No.
20859 On Under
1 Structure No.
0302 0725EX Control No.
002 Lane Ind.
E Milepoint
07250 Facility Carried
U.S. 69 Feature Intersected
CLEAR BOGGY CREEK Division
02 County
005 Location
7.25 N BRYAN C/L Sufficiency
88.9 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
1984 ADT Total
8250 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 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
49.8 HS Inv. Rating Method
1 HS Inv. Method
29.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20859 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 100ft. PC BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0302 0725EX H Index
98.4915 Latitude
34:15:17.51 Longitude
-96:12:47.51 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
07 NBI Text
20859 Vault Link
http://plansrv1/bridgemaintvault/b20859 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.25486389 Longitude DD
-96.21319722 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20311 x
-10710404.1221232 y
4063075.57500306 |
|||||||||||||||||||||||||||||||||||||
| 20858 | 7306 0162 X | 20858 | Wagoner | U.P. R.R. | U.S. 69 UNDER | 7306 0162 X | 35ft.,57ft.,2-61ft.,57ft.,35 | 1984 | 35.835369 | -95.402517 | 309.055 | 8.999 | — | 6 | 14 | 4 | 29.524 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 02 - Principal Arterial Other (Rural) | H | 16600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20310 BRKEY
20858 NBI No.
20858 On Under
2 Structure No.
7306 0162 X Control No.
006 Lane Ind.
Milepoint
01620 Facility Carried
U.P. R.R. Feature Intersected
U.S. 69 UNDER Division
01 County
145 Location
1.7 MI N MUSKOGEE CO Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1984 ADT Total
16600 ADT Year
2022 Design Load
Railroad Skew
14 No. Main Spans
6 Road Width
29.524 Ref. Underclearance Rt.
H Underclearance Right
13.999 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
26.24 Span Type Main
M Material
3 - Steel Design
02 Length
309.055 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
6 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
26560 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1604 Max Measured Clearance
1701 Min Measured Clearance
1607 NBI Rating
20858 ODOT County
73 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
9 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
35ft.,57ft.,2-61ft.,57ft.,35 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7306 0162 X H Index
-1 Latitude
35:50:07.33 Longitude
-95:24:09.06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 69 UNDER 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
20858 Vault Link
http://plansrv1/bridgemaintvault/b20858 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.835369 Longitude DD
-95.402517 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20310 x
-10620159.6128366 y
4277991.98170554 |
|||||||||||||||||||||||||||||||||||||
| 20674 | 7504 1076 X | 20674 | Washita | U.S. 183 | CREEK | 7504 1076 X | 3-12ft.X9ft.X126ft. RDY. R.C.B. | 1984 | 35.25738889 | -99.00106389 | 39.042 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20303 BRKEY
20674 NBI No.
20674 On Under
1 Structure No.
7504 1076 X Control No.
004 Lane Ind.
Milepoint
10760 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
149 Location
2.5 MI S JCT S.H. 152 Sufficiency
95.7 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
1984 ADT Total
2200 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
6 Appr. Roadway Width
70 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 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
7 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
3520 Future ADT Year
2042 Bypass Detour
26.09759 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
20674 ODOT County
75 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
3-12ft.X9ft.X126ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7504 1076 X H Index
95.71 Latitude
35:15:26.6 Longitude
-99:00:03.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20674 Vault Link
http://plansrv1/bridgemaintvault/b20674 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.25738889 Longitude DD
-99.00106389 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20303 x
-11020748.0202271 y
4198914.51222671 |
|||||||||||||||||||||||||||||||||||||
| 20673 | 4120 1075 X | 20673 | Lincoln | U.S. 177 | CREEK | 4120 1075 X | 3-10ft.X10ft.X76ft. RC BOX | 1984 | 35.83801944 | -97.01821389 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20302 BRKEY
20673 NBI No.
20673 On Under
1 Structure No.
4120 1075 X Control No.
020 Lane Ind.
Milepoint
10750 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
03 County
081 Location
10.9 MI N JCT SH 66 Sufficiency
94.7 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1984 ADT Total
2500 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
10 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
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
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 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
20673 ODOT County
41 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.X10ft.X76ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4120 1075 X H Index
97.69 Latitude
35:50:16.87 Longitude
-97:01:05.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20673 Vault Link
http://plansrv1/bridgemaintvault/b20673 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.83801944 Longitude DD
-97.01821389 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20302 x
-10800018.1679077 y
4278355.92598258 |
|||||||||||||||||||||||||||||||||||||
| 20672 | 4902 0757 X | 20672 | Mayes | U.S. 69 | CREEK | 4902 0757 X | 3-10ft. X 3ft. X 74ft. R.C. BOX SK 60 DEG. | 1984 | 36.18156667 | -95.34319722 | 38.058 | 0 | — | 3 | 30 | 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 | 12300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20301 BRKEY
20672 NBI No.
20672 On Under
1 Structure No.
4902 0757 X Control No.
002 Lane Ind.
Milepoint
07570 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
097 Location
7.7 MI N WAGONER C/L Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
72.001 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
1984 ADT Total
12300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
62.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 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
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19680 Future ADT Year
2042 Bypass Detour
27.961703 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
20672 ODOT County
49 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 3ft. X 74ft. R.C. BOX SK 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4902 0757 X H Index
99.3682 Latitude
36:10:53.64 Longitude
-95:20:35.51 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
20672 Vault Link
http://plansrv1/bridgemaintvault/b20672 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
36.18156667 Longitude DD
-95.34319722 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20301 x
-10613556.1651331 y
4325633.5123423 |
|||||||||||||||||||||||||||||||||||||
| 20857 | 5509 0472EXR | 20857 | Oklahoma | I-35 SB RAMP | I-35 NB UNDER | 5509 0472EX | 71ft.-150ft.-71ft. CONT. P.C. BOX GIRDER SPANS SK VARIES | 1984 | 35.60395278 | -97.42645278 | 292.001 | 27.999 | — | 3 | 99 | 1 | 25 | 6 - Prestressed Concrete Continuous | Box Beam or Girders — Single or Spread (06) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20291 BRKEY
20857 NBI No.
20857 On Under
1 Structure No.
5509 0472EXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-35 SB RAMP Feature Intersected
I-35 NB UNDER Division
04 County
109 Location
4.7 MI N I-35 & I-44 Sufficiency
91 Kind Hwy
1 Level Service
7 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25 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
1984 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
H Underclearance Right
17.598 Underclearance Left
23.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
06 Length
292.001 Deck Width
27.999 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1805 Min Measured Clearance
1606 NBI Rating
20857 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
71ft.-150ft.-71ft. CONT. P.C. BOX GIRDER SPANS SK VARIES Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0472EX H Index
95.7872 Latitude
35:36:14.23 Longitude
-97:25:35.23 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 SB RAMP TO SOONER RD Scour
N Design Structure
6 - Box Beam or Girders - Single FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
20857 Vault Link
http://plansrv1/bridgemaintvault/b20857 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.60395278 Longitude DD
-97.42645278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20291 x
-10845463.1132645 y
4246261.83854057 |
|||||||||||||||||||||||||||||||||||||
| 20856 | 5576T0000EXR | 20856 | Oklahoma | KILPATRICK TP E-S | I-35 NB UND/KILPTK TP OV | 5509T0441EXR | 70ft.-148-70ft. CONT. BOX GIRDER SPANS SK. VARIES | 1984 | 35.60042222 | -97.42867778 | 289.042 | 27.999 | — | 3 | 99 | 1 | 25 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | U | 8070 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20290 BRKEY
20856 NBI No.
20856 On Under
1 Structure No.
5576T0000EXR Control No.
Lane Ind.
Milepoint
Facility Carried
KILPATRICK TP E-S Feature Intersected
I-35 NB UND/KILPTK TP OV Division
04 County
109 Location
135.09E-S Sufficiency
97.9 Kind Hwy
8 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1984 ADT Total
8070 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
289.042 Deck Width
27.999 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12912 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
2101 Min Measured Clearance
1609 NBI Rating
20856 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-148-70ft. CONT. BOX GIRDER SPANS SK. VARIES Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509T0441EXR H Index
94.5161 Latitude
35:36:01.52 Longitude
-97:25:43.24 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP RAMP E-S Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
135.09E-S NBI Text
20856 Vault Link
http://plansrv1/bridgemaintvault/b20856 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.60042222 Longitude DD
-97.42867778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20290 x
-10845710.7991315 y
4245778.46562594 |
|||||||||||||||||||||||||||||||||||||
| 20855 | 5509 0508 X | 20855 | Oklahoma | MEMORIAL RD. | I-35 UNDER | 5509 0508 X | 2-138ft. CONT P.C. BOX GIRDER SPANS SK. 20 DEG. | 1984 | 35.60910833 | -97.42554444 | 275.988 | 77.001 | — | 2 | 20 | 4 | 73.999 | 6 - Prestressed Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | 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
20289 BRKEY
20855 NBI No.
20855 On Under
1 Structure No.
5509 0508 X Control No.
Lane Ind.
Milepoint
Facility Carried
MEMORIAL RD. Feature Intersected
I-35 UNDER Division
04 County
109 Location
5.0 MI N I-35 & I-44 Sufficiency
99.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
73.999 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
1984 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
73.999 Ref. Underclearance Rt.
H Underclearance Right
12.999 Underclearance Left
12.799 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
73.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
05 Length
275.988 Deck Width
77.001 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
2204 Min Measured Clearance
1706 NBI Rating
20855 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-138ft. CONT P.C. BOX GIRDER SPANS SK. 20 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0508 X H Index
98.4901 Latitude
35:36:32.79 Longitude
-97:25:31.96 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
MEMORIAL RD (NE 136TH ST) Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20855 Vault Link
http://plansrv1/bridgemaintvault/b20855 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.60910833 Longitude DD
-97.42554444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
20289 x
-10845361.9973182 y
4246967.72896441 |
|||||||||||||||||||||||||||||||||||||
| 20854 | 5509 0398 X | 20854 | Oklahoma | N.E. 122 ST. | I-35 UNDER | 5509 0398 X | 137ft.-134ft. CONT. P.C. BOX GIRDER SK. 62 DEG. 17ft. | 1984 | 35.59455833 | -97.43341111 | 276.001 | 77.001 | — | 2 | 22 | 4 | 73.999 | 6 - Prestressed Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20288 BRKEY
20854 NBI No.
20854 On Under
1 Structure No.
5509 0398 X Control No.
Lane Ind.
Milepoint
Facility Carried
N.E. 122 ST. Feature Intersected
I-35 UNDER Division
04 County
109 Location
3.9 MI N I-35 & I-44 Sufficiency
98.5 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1984 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
2 Road Width
73.999 Ref. Underclearance Rt.
H Underclearance Right
11.499 Underclearance Left
19.098 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
59.997 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
05 Length
276.001 Deck Width
77.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1704 Min Measured Clearance
1609 NBI Rating
20854 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
137ft.-134ft. CONT. P.C. BOX GIRDER SK. 62 DEG. 17ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0398 X H Index
94.8387 Latitude
35:35:40.41 Longitude
-97:26:00.28 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
N.E. 122ND ST Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20854 Vault Link
http://plansrv1/bridgemaintvault/b20854 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.59455833 Longitude DD
-97.43341111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
20288 x
-10846237.7110169 y
4244975.68101256 |
|||||||||||||||||||||||||||||||||||||
| 20853 | 7308 0156WX | 20853 | Wagoner | U.S. 69 | U.P. R.R. UNDER | 7308 0156WX | 71ft.-95ft.-71ft. PRESTRES | 1984 | 35.979675 | -95.381061 | 240.157 | 41.001 | — | 3 | 53 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20287 BRKEY
20853 NBI No.
20853 On Under
1 Structure No.
7308 0156WX Control No.
008 Lane Ind.
W Milepoint
01560 Facility Carried
U.S. 69 Feature Intersected
U.P. R.R. UNDER Division
01 County
145 Location
1.5 MI N JCT SH 51 Sufficiency
80.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
2 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
1984 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
53 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
10 Underclearance Left
24.17 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
240.157 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.7 HS Inv. Rating Method
1 HS Inv. Method
36.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 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
2310 Min Measured Clearance
2310 NBI Rating
20853 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
71ft.-95ft.-71ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7308 0156WX H Index
84.1077 Latitude
35:58:46.83 Longitude
-95:22:51.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 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
20853 Vault Link
http://plansrv1/bridgemaintvault/b20853 GIS FO/SD
Meets Standards H Inv. Method
25.6 Latitude DD
35.979675 Longitude DD
-95.381061 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20287 x
-10617771.1418422 y
4297825.0436667 |
|||||||||||||||||||||||||||||||||||||
| 20763 | 0428 0574 X | 20763 | Beaver | S.H. 23 | CREEK | 0428 0574 X | 6-10ft.X 9ft.X 45.6ft. R.C.BOX | 1984 | 36.57855278 | -100.52425 | 63.976 | 45.6 | — | 6 | 0 | 2 | 43.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 890 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20285 BRKEY
20763 NBI No.
20763 On Under
1 Structure No.
0428 0574 X Control No.
028 Lane Ind.
Milepoint
05740 Facility Carried
S.H. 23 Feature Intersected
CREEK Division
06 County
007 Location
2.7 MI.S. JCT. US270 Sufficiency
93.4 Kind Hwy
3 Level Service
1 Route No.
00023 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.6 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1984 ADT Total
890 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
43.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
63.976 Deck Width
45.6 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.966 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1424 Future ADT Year
2042 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
20763 ODOT County
04 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
6-10ft.X 9ft.X 45.6ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0428 0574 X H Index
93.2336 Latitude
36:34:42.79 Longitude
-100:31:27.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 23 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20763 Vault Link
http://plansrv1/bridgemaintvault/b20763 GIS FO/SD
Meets Standards H Inv. Method
23.038 Latitude DD
36.57855278 Longitude DD
-100.52425 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
20285 x
-11190308.3223757 y
4380524.16074396 |
|||||||||||||||||||||||||||||||||||||
| 20762 | 0822 0280 X | 20762 | Caddo | S.H. 37 | CREEK | 0822 0280 X | 5-10ft.X6ft. CGMPA SKEWED 45 R.F. | 1984 | 35.336675 | -98.130725 | 68.898 | 37.001 | — | 5 | 45 | 2 | 35 | 3 - Steel | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99 | 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 | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20284 BRKEY
20762 NBI No.
20762 On Under
1 Structure No.
0822 0280 X Control No.
022 Lane Ind.
Milepoint
02800 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
07 County
015 Location
2.8 MI S CANADIAN CO Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.031 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
1984 ADT Total
480 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
5 Road Width
35 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
19 Length
68.898 Deck Width
37.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
768 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20762 ODOT County
08 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
5-10ft.X6ft. CGMPA SKEWED 45 R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0822 0280 X H Index
100 Latitude
35:20:12.03 Longitude
-98:07:50.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
67 NBI Text
20762 Vault Link
http://plansrv1/bridgemaintvault/b20762 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.336675 Longitude DD
-98.130725 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
20284 x
-10923862.3381748 y
4209728.57986567 |
|||||||||||||||||||||||||||||||||||||
| 20761 | 0822 0170 X | 20761 | Caddo | S.H. 37 | CREEK | 0822 0170 X | 5-9ft.X6ft. CGMPA SKEWED 30 R.F. | 1984 | 35.35241944 | -98.13100833 | 68.898 | 38.999 | — | 5 | 30 | 2 | 37.001 | 3 - Steel | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20283 BRKEY
20761 NBI No.
20761 On Under
1 Structure No.
0822 0170 X Control No.
022 Lane Ind.
Milepoint
01700 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
07 County
015 Location
1.7 MI S CANADIAN C/L Sufficiency
87.9 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1984 ADT Total
480 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
19 Length
68.898 Deck Width
38.999 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
4 Culv. Rating
5 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
768 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20761 ODOT County
08 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
5-9ft.X6ft. CGMPA SKEWED 30 R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0822 0170 X H Index
67 Latitude
35:21:08.71 Longitude
-98:07:51.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
66 NBI Text
20761 Vault Link
http://plansrv1/bridgemaintvault/b20761 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.35241944 Longitude DD
-98.13100833 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
20283 x
-10923893.8783261 y
4211877.27265288 |
|||||||||||||||||||||||||||||||||||||
| 20760 | 7306 0050 X | 20760 | Wagoner | U.S. 69 | CREEK | 7306 0050 X | 6-10ft.X 5ft.X 164ft. R.C.BOX | 1984 | 35.819278 | -95.402406 | 63.976 | 0 | — | 6 | 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 | 16600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20282 BRKEY
20760 NBI No.
20760 On Under
1 Structure No.
7306 0050 X Control No.
006 Lane Ind.
Milepoint
00500 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
01 County
145 Location
0.5 MI N MUSKOGEE CO Sufficiency
69 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
1984 ADT Total
16600 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
4 Fill RCB
6 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
63.976 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
5 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
26560 Future ADT Year
2042 Bypass Detour
18.019764 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
20760 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
6-10ft.X 5ft.X 164ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7306 0050 X H Index
98.9938 Latitude
35:49:09.4 Longitude
-95:24:08.66 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
NBI Text
20760 Vault Link
http://plansrv1/bridgemaintvault/b20760 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.819278 Longitude DD
-95.402406 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20282 x
-10620147.2563731 y
4275782.71235762 |
|||||||||||||||||||||||||||||||||||||
| 20940 | 2502R0660 XC | 20940 | Garvin | U.S. 77 SD | CREEK | 2502 0660 XC | 31ft. TIMBER SPAN | 1985 | 34.69538333 | -97.21274444 | 30.84 | 28.871 | — | 1 | 0 | 2 | 28.871 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Wood or Timber (8) | Posted for load (P) | 47.2 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | C | 250 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
20273 BRKEY
20940 NBI No.
20940 On Under
1 Structure No.
2502R0660 XC Control No.
002 Lane Ind.
Milepoint
06600 Facility Carried
U.S. 77 SD Feature Intersected
CREEK Division
03 County
049 Location
10' E OF US 77 Sufficiency
47.2 Kind Hwy
8 Level Service
0 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1985 ADT Total
250 ADT Year
2008 Design Load
H 10 Skew
0 No. Main Spans
1 Road Width
28.871 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
8 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
30.84 Deck Width
28.871 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
N Bridge Posting
1 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.03 HS Inv. Rating Method
2 HS Inv. Method
16.976 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
400 Future ADT Year
2028 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
16NANA Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20940 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
31ft. TIMBER SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
2502 0660 XC H Index
88.9618 Latitude
34:41:43.38 Longitude
-97:12:45.88 I257A
_ I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 77 SD Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
20940 Vault Link
http://plansrv1/bridgemaintvault/b20940 GIS FO/SD
SD H Inv. Method
11.023 Latitude DD
34.69538333 Longitude DD
-97.21274444 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
20273 x
-10821673.2096774 y
4122561.62331885 |
|||||||||||||||||||||||||||||||||||||
| 20939 | 1124 0178 X | 20939 | Cherokee | S.H. 82 | ROSS BRANCH CREEK | 1124 0178 X | 3-10ft.X 8ft.X 84ft. R.C.B | 1985 | 35.93769444 | -94.96645833 | 33.136 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20272 BRKEY
20939 NBI No.
20939 On Under
1 Structure No.
1124 0178 X Control No.
024 Lane Ind.
Milepoint
01780 Facility Carried
S.H. 82 Feature Intersected
ROSS BRANCH CREEK Division
01 County
021 Location
1.7 MI N OF US 62 Sufficiency
81.6 Kind Hwy
3 Level Service
1 Route No.
00082 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
16 - Minor Arterial (Urban) Year Built
1985 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
52.816551 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
20939 ODOT County
11 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 84ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1124 0178 X H Index
97.2409 Latitude
35:56:15.7 Longitude
-94:57:59.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
20939 Vault Link
http://plansrv1/bridgemaintvault/b20939 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.93769444 Longitude DD
-94.96645833 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
20272 x
-10571617.7837362 y
4292051.6062937 |
|||||||||||||||||||||||||||||||||||||
| 20850 | 1603 1572SX | 20850 | Comanche | U.S. 62 | BLUE BEAVER CREEK | 1603 1572SX | 70ft.-80ft.-70ft. PRESTRESSED CONC BM SPANS | 1984 | 34.630675 | -98.55271389 | 222.113 | 41.667 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20266 BRKEY
20850 NBI No.
20850 On Under
1 Structure No.
1603 1572SX Control No.
003 Lane Ind.
S Milepoint
15720 Facility Carried
U.S. 62 Feature Intersected
BLUE BEAVER CREEK Division
07 County
031 Location
4.3 MI E JCT SH 115 Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1984 ADT Total
4250 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.03 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
222.113 Deck Width
41.667 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
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6800 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20850 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-80ft.-70ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1572SX H Index
99.8225 Latitude
34:37:50.43 Longitude
-98:33:09.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
020 NBI Text
20850 Vault Link
http://plansrv1/bridgemaintvault/b20850 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.630675 Longitude DD
-98.55271389 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20266 x
-10970837.92653 y
4113803.93217372 |
|||||||||||||||||||||||||||||||||||||
| 20849 | 0804 1056SX | 20849 | Caddo | U.S. 62 | TONKAWA CREEK | 0804 1056SX | 3-70ft. PRESTRESSED CONC BM SPANS | 1984 | 35.07195 | -98.20463333 | 209.974 | 47.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20265 BRKEY
20849 NBI No.
20849 On Under
1 Structure No.
0804 1056SX Control No.
004 Lane Ind.
S Milepoint
10560 Facility Carried
U.S. 62 Feature Intersected
TONKAWA CREEK Division
07 County
015 Location
6.5 MI W GRADY C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1984 ADT Total
3150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
209.974 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
113 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5040 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20849 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0804 1056SX H Index
98.3476 Latitude
35:04:19.02 Longitude
-98:12:16.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10 NBI Text
20849 Vault Link
http://plansrv1/bridgemaintvault/b20849 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
35.07195 Longitude DD
-98.20463333 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20265 x
-10932089.7758357 y
4173663.16551354 |
|||||||||||||||||||||||||||||||||||||
| 20848 | 7306 0662EX | 20848 | Wagoner | U.S. 69 | COAL CREEK | 7306 0662EX | 3-70ft. PRESTRESSED CO | 1984 | 35.908153 | -95.402517 | 212.927 | 41.001 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20264 BRKEY
20848 NBI No.
20848 On Under
1 Structure No.
7306 0662EX Control No.
006 Lane Ind.
E Milepoint
06620 Facility Carried
U.S. 69 Feature Intersected
COAL CREEK Division
01 County
145 Location
6.6 MI N MUSKOGEE C/L Sufficiency
88.9 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
1984 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
212.927 Deck Width
41.001 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
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62.9 HS Inv. Rating Method
3 HS Inv. Method
40.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9920 Future ADT Year
2042 Bypass Detour
0.124274 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
20848 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7306 0662EX H Index
92.8473 Latitude
35:54:29.35 Longitude
-95:24:09.06 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
-1 NBI Text
20848 Vault Link
http://plansrv1/bridgemaintvault/b20848 GIS FO/SD
Meets Standards H Inv. Method
40.1 Latitude DD
35.908153 Longitude DD
-95.402517 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20264 x
-10620159.6128366 y
4287990.71493416 |
|||||||||||||||||||||||||||||||||||||
| 20847 | 5509 0282WX | 20847 | Oklahoma | I-35 SB | HEFNER RD. UNDER | 5509 0282WX | 2-100ft. P.C. BEAM SPANS SK 62 DEG 11ft.09ft. VARIABLE DECK WIDTH | 1984 | 35.57986944 | -97.44271111 | 202.26 | 73.652 | — | 2 | 28 | 4 | 70.597 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.9 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 42750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20263 BRKEY
20847 NBI No.
20847 On Under
1 Structure No.
5509 0282WX Control No.
009 Lane Ind.
W Milepoint
02820 Facility Carried
I-35 SB Feature Intersected
HEFNER RD. UNDER Division
04 County
109 Location
2.8 MI N I-44 & I-35 Sufficiency
84.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
70.597 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
1984 ADT Total
42750 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
2 Road Width
70.597 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.299 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
71.998 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.26 Deck Width
73.652 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.052 HS Inv. Rating Method
1 HS Inv. Method
32.518 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
68400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1704 Min Measured Clearance
1607 NBI Rating
20847 ODOT County
55 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. P.C. BEAM SPANS SK 62 DEG 11ft.09ft. VARIABLE DECK WIDTH Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0282WX H Index
97.3366 Latitude
35:34:47.53 Longitude
-97:26:33.76 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20847 Vault Link
http://plansrv1/bridgemaintvault/b20847 GIS FO/SD
Meets Standards H Inv. Method
21.716 Latitude DD
35.57986944 Longitude DD
-97.44271111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20263 x
-10847272.9822813 y
4242964.98482235 |
|||||||||||||||||||||||||||||||||||||
| 20846 | 5509 0282EX | 20846 | Oklahoma | I-35 NB | 108TH ST. UNDER | 5509 0282EX | 2-100ft. P. C. BM SPANS SK 62 DEG 11ft.09ft. VARIABLE RDWY | 1984 | 35.579872 | -97.442022 | 202.001 | 71.001 | — | 2 | 28 | 4 | 67.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.5 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 42350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20244 BRKEY
20846 NBI No.
20846 On Under
1 Structure No.
5509 0282EX Control No.
009 Lane Ind.
E Milepoint
02820 Facility Carried
I-35 NB Feature Intersected
108TH ST. UNDER Division
04 County
109 Location
2.8 MI N I-44 & I-35 Sufficiency
80.5 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 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
1984 ADT Total
42350 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
11.598 Underclearance Left
19.4 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
71.998 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.001 Deck Width
71.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
67760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1805 Min Measured Clearance
1701 NBI Rating
20846 ODOT County
55 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. P. C. BM SPANS SK 62 DEG 11ft.09ft. VARIABLE RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0282EX H Index
97.6238 Latitude
35:34:47.54 Longitude
-97:26:31.28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20846 Vault Link
http://plansrv1/bridgemaintvault/b20846 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.579872 Longitude DD
-97.442022 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20244 x
-10847196.270907 y
4242965.33521713 |
|||||||||||||||||||||||||||||||||||||
| 20845 | 5509 0608 X | 20845 | Oklahoma | 33RD ST | I-35 UNDER | 5509 0608 X | 2-100ft. P. C. BEAM SPANS X 64ft. CLR RDWY W/ 4ft. SIDEWALKS | 1984 | 35.623642 | -97.425228 | 202.5 | 74.199 | — | 2 | 0 | 4 | 63.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20243 BRKEY
20845 NBI No.
20845 On Under
1 Structure No.
5509 0608 X Control No.
Lane Ind.
Milepoint
Facility Carried
33RD ST Feature Intersected
I-35 UNDER Division
04 County
109 Location
6.0 MI N I-35 & I-44 Sufficiency
97.2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
63.999 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
1984 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
63.999 Ref. Underclearance Rt.
H Underclearance Right
10.299 Underclearance Left
12.198 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.5 Deck Width
74.199 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1704 Min Measured Clearance
1608 NBI Rating
20845 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
2-100ft. P. C. BEAM SPANS X 64ft. CLR RDWY W/ 4ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0608 X H Index
94.5832 Latitude
35:37:25.11 Longitude
-97:25:30.82 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
33RD STREET Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20845 Vault Link
http://plansrv1/bridgemaintvault/b20845 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.623642 Longitude DD
-97.425228 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
20243 x
-10845326.7713786 y
4248957.90288074 |
|||||||||||||||||||||||||||||||||||||
| 20843 | 0304 2064WX | 20843 | Atoka | U.S. 69 | BUCK CREEK | 0304 2064WX | (3) 65ft. PC BEAM SK 30° | 1984 | 34.626025 | -95.96091944 | 197.001 | 41.001 | — | 3 | 30 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20241 BRKEY
20843 NBI No.
20843 On Under
1 Structure No.
0304 2064WX Control No.
004 Lane Ind.
W Milepoint
20640 Facility Carried
U.S. 69 Feature Intersected
BUCK CREEK Division
02 County
005 Location
20.64 N JCT SH-7 Sufficiency
98 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
1984 ADT Total
7250 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
197.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.7 HS Inv. Rating Method
1 HS Inv. Method
42.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11600 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20843 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 65ft. PC BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 2064WX H Index
90.7322 Latitude
34:37:33.69 Longitude
-95:57:39.31 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
28 NBI Text
20843 Vault Link
http://plansrv1/bridgemaintvault/b20843 GIS FO/SD
Meets Standards H Inv. Method
33.5 Latitude DD
34.626025 Longitude DD
-95.96091944 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20241 x
-10682320.6881151 y
4113174.85968237 |
|||||||||||||||||||||||||||||||||||||
| 19729 | 7504 0107 X | 19729 | Washita | U.S. 183 | CREEK | 7504 0107 X | (13ft.-17ft.-13)X8ft.X84ft. RDY. R.C.B. | 1980 | 35.13206667 | -99.06042222 | 45.932 | 86.001 | — | 3 | 0 | 2 | 84.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.1 | 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) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20227 BRKEY
19729 NBI No.
19729 On Under
1 Structure No.
7504 0107 X Control No.
004 Lane Ind.
Milepoint
01070 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
149 Location
1.1 MI N KIOWA C/L Sufficiency
90.1 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
84.003 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
1980 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
84.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
45.932 Deck Width
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.6 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
29.825817 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
19729 ODOT County
75 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.-13)X8ft.X84ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7504 0107 X H Index
95.05 Latitude
35:07:55.44 Longitude
-99:03:37.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19729 Vault Link
http://plansrv1/bridgemaintvault/b19729 GIS FO/SD
Meets Standards H Inv. Method
16.4 Latitude DD
35.13206667 Longitude DD
-99.06042222 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20227 x
-11027355.7592971 y
4181842.99180914 |
|||||||||||||||||||||||||||||||||||||
| 19633 | 6504 0083 X | 19633 | Roger Mills | U.S. 283 | WASHITA RIVER | 6504 0083 X | 4-100ft. P\S CONC. BEAM SPANS | 1979 | 35.62528611 | -99.66848889 | 401.903 | 46.001 | — | 4 | 0 | 2 | 42.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20221 BRKEY
19633 NBI No.
19633 On Under
1 Structure No.
6504 0083 X Control No.
004 Lane Ind.
Milepoint
00830 Facility Carried
U.S. 283 Feature Intersected
WASHITA RIVER Division
05 County
129 Location
0.8 MI N JCT S.H. 47 Sufficiency
97.2 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1979 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
401.903 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.6 HS Inv. Rating Method
1 HS Inv. Method
35.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19633 ODOT County
65 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. P\S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6504 0083 X H Index
96.8232 Latitude
35:37:31.03 Longitude
-99:40:06.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 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
19633 Vault Link
http://plansrv1/bridgemaintvault/b19633 GIS FO/SD
Meets Standards H Inv. Method
24.1 Latitude DD
35.62528611 Longitude DD
-99.66848889 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20221 x
-11095045.4313698 y
4249183.06251381 |
|||||||||||||||||||||||||||||||||||||
| 19629 | 2527 0248 X | 19629 | Garvin | S.H. 74 | SALT CREEK | 2527 0248 X | 3-100ft. PRESTRESSED C | 1979 | 34.54241389 | -97.40492222 | 303 | 34 | — | 3 | 40 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20217 BRKEY
19629 NBI No.
19629 On Under
1 Structure No.
2527 0248 X Control No.
027 Lane Ind.
Milepoint
02480 Facility Carried
S.H. 74 Feature Intersected
SALT CREEK Division
03 County
049 Location
2.5 MI N CARTER C/L Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
1979 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
303 Deck Width
34 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
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
82 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
18.019764 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
19629 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2527 0248 X H Index
97.9541 Latitude
34:32:32.69 Longitude
-97:24:17.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 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
19629 Vault Link
http://plansrv1/bridgemaintvault/b19629 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.54241389 Longitude DD
-97.40492222 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
20217 x
-10843066.3422888 y
4101869.58828538 |
|||||||||||||||||||||||||||||||||||||
| 19628 | 3906 0141 X | 19628 | Latimer | S.H. 2 | BUFFALO CREEK | 3906 0141 X | (3) 100ft. PC BEAM | 1979 | 34.701569 | -95.314053 | 302.001 | 46.001 | — | 3 | 0 | 2 | 42.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.9 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20216 BRKEY
19628 NBI No.
19628 On Under
1 Structure No.
3906 0141 X Control No.
006 Lane Ind.
Milepoint
01410 Facility Carried
S.H. 2 Feature Intersected
BUFFALO CREEK Division
02 County
077 Location
1.41 N PUSHMATAHA C/L Sufficiency
82.9 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.7 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
1979 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.001 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19628 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 100ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3906 0141 X H Index
95.7816 Latitude
34:42:05.65 Longitude
-95:18:50.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
014 NBI Text
19628 Vault Link
http://plansrv1/bridgemaintvault/b19628 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.701569 Longitude DD
-95.314053 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20216 x
-10610311.8454031 y
4123399.1565496 |
|||||||||||||||||||||||||||||||||||||
| 19537 | 1822 0795 X | 19537 | Craig | S.H. 25 | CREEK | 1822 0795 X | 2-12ft.X 9ft.X 52ft. R.C.B | 1979 | 36.80114444 | -95.00221667 | 27.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 640 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20215 BRKEY
19537 NBI No.
19537 On Under
1 Structure No.
1822 0795 X Control No.
022 Lane Ind.
Milepoint
07950 Facility Carried
S.H. 25 Feature Intersected
CREEK Division
08 County
035 Location
3.9 MI.E OF BLUEJACKET Sufficiency
99.9 Kind Hwy
3 Level Service
1 Route No.
00025 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1979 ADT Total
640 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1024 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
19537 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 9ft.X 52ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1822 0795 X H Index
97.8134 Latitude
36:48:04.12 Longitude
-95:00:07.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 25 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19537 Vault Link
http://plansrv1/bridgemaintvault/b19537 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.80114444 Longitude DD
-95.00221667 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
20215 x
-10575598.3839366 y
4411425.01409516 |