ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 31422 | 3928 0008 X | 31422 | — | S.H. 82 | WEST FORK CREEK | -1 | 3-12ft.X8ft.X5ft. RCB UPSTREAM AND 3-12ft.X10ft.X77 RCB DOWNSTREAM, 80ft. CLR RDWY | 2016 | 34.821522 | -95.060167 | 37.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30811 BRKEY
31422 NBI No.
31422 On Under
1 Structure No.
3928 0008 X Control No.
028 Lane Ind.
Milepoint
00080 Facility Carried
S.H. 82 Feature Intersected
WEST FORK CREEK Division
02 County
077 Location
.08 N.W. LEFLORE C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
63.999 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
2016 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN 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
37.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
9 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
3 HS Operating Rating
75.619 HS Inv. Rating Method
3 HS Inv. Method
58.312 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
900 Future ADT Year
2042 Bypass Detour
0 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
31422 ODOT County
39 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
-1 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
3-12ft.X8ft.X5ft. RCB UPSTREAM AND 3-12ft.X10ft.X77 RCB DOWNSTREAM, 80ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.1667 Latitude
34:49:17.48 Longitude
-95:03:36.6 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
60 NBI Text
31422 Vault Link
http://plansrv1/bridgemaintvault/b31422 GIS FO/SD
Meets Standards H Inv. Method
37.148 Latitude DD
34.821522 Longitude DD
-95.060167 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30811 x
-10582049.3851635 y
4139653.07075396 |
|||||||||||||||||||||||||||||||||||||
| 31420 | 4210 0870 X | 31420 | — | S.H. 51 | BRIDGE CREEK | -1 | 2-14ft. X 12ft. X 117ft. RCB | 2017 | 36.11583333 | -97.51944444 | 31.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | 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 | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30809 BRKEY
31420 NBI No.
31420 On Under
1 Structure No.
4210 0870 X Control No.
010 Lane Ind.
Milepoint
08700 Facility Carried
S.H. 51 Feature Intersected
BRIDGE CREEK Division
04 County
083 Location
8.8 E KINGFISHER C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
31.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.147 HS Inv. Rating Method
3 HS Inv. Method
50.265 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2100 Future ADT Year
2042 Bypass Detour
0.379036 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
31420 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-14ft. X 12ft. X 117ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:06:57 Longitude
-97:31:10 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31420 Vault Link
http://plansrv1/bridgemaintvault/b31420 GIS FO/SD
Meets Standards H Inv. Method
26.676 Latitude DD
36.11583333 Longitude DD
-97.51944444 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30809 x
-10855814.8975037 y
4316571.58744651 |
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| 31419 | 0620 0334 X | 31419 | — | S.H. 51 | N. CANADIAN RIVER O'FLOW | 3-14ft.X8ft. RCB SKEWED 30 LF | 2018 | 36.05555556 | -98.57777778 | 44 | 92 | — | 3 | 30 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | 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 | 07 - Major Collector (Rural) | B | 2400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30808 BRKEY
31419 NBI No.
31419 On Under
1 Structure No.
0620 0334 X Control No.
020 Lane Ind.
Milepoint
03340 Facility Carried
S.H. 51 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
05 County
011 Location
3.5 E OF DEWEY C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2018 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
41 Span Type Main
M Material
1 - Concrete Design
19 Length
44 Deck Width
92 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
120.9 HS Inv. Rating Method
3 HS Inv. Method
93.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3500 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31419 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-14ft.X8ft. RCB SKEWED 30 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:03:20 Longitude
-98:34:40 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31419 Vault Link
http://plansrv1/bridgemaintvault/b31419 GIS FO/SD
Meets Standards H Inv. Method
54 Latitude DD
36.05555556 Longitude DD
-98.57777778 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30808 x
-10973628.0260021 y
4308268.42652117 |
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| 31340 | 7281 0716 X | 31340 | — | U.S. 169 | BIRD CREEK O'FLOW | -1 | 3-125ft. STEEL I- BEAM BRIDGE WIYH 108ft. CL. RDWY. / AND 42in. SHAPED PARAPET | 2016 | 36.24166667 | -95.84833333 | 376.66 | 111.001 | — | 3 | 0 | 6 | 107.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 57900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30807 BRKEY
31340 NBI No.
31340 On Under
1 Structure No.
7281 0716 X Control No.
081 Lane Ind.
Milepoint
07160 Facility Carried
U.S. 169 Feature Intersected
BIRD CREEK O'FLOW Division
08 County
143 Location
7.17 N I-244 INTRCHANGE Sufficiency
85 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.91 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2016 ADT Total
57900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
107.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
52.91 Span Type Main
M Material
3 - Steel Design
02 Length
376.66 Deck Width
111.001 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
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.6 HS Inv. Rating Method
3 HS Inv. Method
43.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
78800 Future ADT Year
2042 Bypass Detour
15 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
31340 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-125ft. STEEL I- BEAM BRIDGE WIYH 108ft. CL. RDWY. / AND 42in. SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:14:30 Longitude
-95:50:54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
31340 Vault Link
http://plansrv1/bridgemaintvault/b31340 GIS FO/SD
Meets Standards H Inv. Method
43.6 Latitude DD
36.24166667 Longitude DD
-95.84833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
30807 x
-10669787.6596795 y
4333925.48778391 |
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| 31339 | 4616 0238 X | 31339 | — | S.H. 52 | CHISHOLM CREEK | 3-18ft.X10ft.X150ft. RCB | 2021 | 35.23654444 | -95.88437778 | 56 | 150 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30806 BRKEY
31339 NBI No.
31339 On Under
1 Structure No.
4616 0238 X Control No.
016 Lane Ind.
Milepoint
02380 Facility Carried
S.H. 52 Feature Intersected
CHISHOLM CREEK Division
01 County
091 Location
2.3 N OF HANNA Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00052 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.99 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
2021 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
54 Span Type Main
M Material
1 - Concrete Design
19 Length
56 Deck Width
150 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
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
58.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
900 Future ADT Year
2042 Bypass Detour
5.75 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31339 ODOT County
46 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
3-18ft.X10ft.X150ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:14:11.56 Longitude
-95:53:03.76 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 52 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31339 Vault Link
http://plansrv1/bridgemaintvault/b31339 GIS FO/SD
Meets Standards H Inv. Method
58.5 Latitude DD
35.23654444 Longitude DD
-95.88437778 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30806 x
-10673800.1094995 y
4196073.23289353 |
|||||||||||||||||||||||||||||||||||||
| 31338 | 4616 0042 X | 31338 | — | S.H. 52 | MILL CREEK | 65ft.-80ft.-65ft. TYPE IV P.C. BEAM SPAN | 2021 | 35.2088 | -95.890469 | 210 | 41.16 | — | 3 | 0 | 2 | 39.92 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30805 BRKEY
31338 NBI No.
31338 On Under
1 Structure No.
4616 0042 X Control No.
016 Lane Ind.
Milepoint
00420 Facility Carried
S.H. 52 Feature Intersected
MILL CREEK Division
01 County
091 Location
2;300 N HANNA Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00052 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.92 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
2021 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39.92 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.9 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
41.16 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
6 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
102.8 HS Inv. Rating Method
3 HS Inv. Method
79.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
900 Future ADT Year
2042 Bypass Detour
5.75 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31338 ODOT County
46 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
65ft.-80ft.-65ft. TYPE IV P.C. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:12:31.68 Longitude
-95:53:25.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 52 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31338 Vault Link
http://plansrv1/bridgemaintvault/b31338 GIS FO/SD
Meets Standards H Inv. Method
79.2 Latitude DD
35.2088 Longitude DD
-95.890469 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30805 x
-10674478.1810082 y
4192292.55751689 |
|||||||||||||||||||||||||||||||||||||
| 31243 | 6618 0585SX | 31243 | — | U.S. 412 | VERDIGRIS RIVER O'FLOW | 60ft.-75ft.-60ft. PC BEAMS, 38ft.-0in. CLR RDY | 2020 | 36.164408 | -95.627325 | 195.5 | 41 | — | 3 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Good (7) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11100 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30800 BRKEY
31243 NBI No.
31243 On Under
1 Structure No.
6618 0585SX Control No.
018 Lane Ind.
S Milepoint
05850 Facility Carried
U.S. 412 Feature Intersected
VERDIGRIS RIVER O'FLOW Division
08 County
131 Location
7 E JCT I-44 Sufficiency
99.4 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
2020 ADT Total
11100 ADT Year
2022 Design Load
NO VALUE GIVEN 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
5 - Prestressed Concrete Design
02 Length
195.5 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
17760 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31243 ODOT County
66 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
60ft.-75ft.-60ft. PC BEAMS, 38ft.-0in. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:09:51.87 Longitude
-95:37:38.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31243 Vault Link
http://plansrv1/bridgemaintvault/b31243 GIS FO/SD
Meets Standards H Inv. Method
33.9 Latitude DD
36.164408 Longitude DD
-95.627325 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30800 x
-10645185.1249229 y
4323267.3045597 |
|||||||||||||||||||||||||||||||||||||
| 31242 | 1908 0180 X | 31242 | — | U.S. 75A | SL & SR R.R. UNDER | 2-150ft. & 1-235ft. P.G. BM SPANS X 40ft. CLEAR RDWY W/ TR-4 TRAFFIC RAIL | 2018 | 35.88090556 | -96.06095 | 551.666 | 42 | — | 3 | 60 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30799 BRKEY
31242 NBI No.
31242 On Under
1 Structure No.
1908 0180 X Control No.
008 Lane Ind.
Milepoint
01800 Facility Carried
U.S. 75A Feature Intersected
SL & SR R.R. UNDER Division
08 County
037 Location
1.9 N OKMULGEE C/L Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
0075A Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
3400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
60 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
45 Underclearance Left
25.83 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
3 - Steel Design
02 Length
551.666 Deck Width
42 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
9 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
84 HS Inv. Rating Method
3 HS Inv. Method
64 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
0 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
31242 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-150ft. & 1-235ft. P.G. BM SPANS X 40ft. CLEAR RDWY W/ TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
35:52:51.26 Longitude
-96:03:39.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75A 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
31242 Vault Link
http://plansrv1/bridgemaintvault/b31242 GIS FO/SD
Meets Standards H Inv. Method
63 Latitude DD
35.88090556 Longitude DD
-96.06095 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30799 x
-10693456.0391181 y
4284246.51039402 |
|||||||||||||||||||||||||||||||||||||
| 31334 | 3625 1099 X | 31334 | — | HUBBARD ROAD | I-35 UNDER | -1 | 35-90-90-35 PCB 3 & 4 | 2016 | 36.753322 | -97.346183 | 250.499 | 42.169 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | 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 | 07 - Major Collector (Rural) | A | 355 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30783 BRKEY
31334 NBI No.
31334 On Under
1 Structure No.
3625 1099 X Control No.
Lane Ind.
Milepoint
Facility Carried
HUBBARD ROAD Feature Intersected
I-35 UNDER Division
04 County
071 Location
11 MILES N NOBLE C/L Sufficiency
100 Kind Hwy
4 Level Service
1 Route No.
3630C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2016 ADT Total
355 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
22.999 Underclearance Left
6.801 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250.499 Deck Width
42.169 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
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
568 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
31334 ODOT County
36 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
35-90-90-35 PCB 3 & 4 Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:45:11.96 Longitude
-97:20:46.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
HUBBARD ROAD 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
31334 Vault Link
http://plansrv1/bridgemaintvault/b31334 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.753322 Longitude DD
-97.346183 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30783 x
-10836527.5222288 y
4404778.60482861 |
|||||||||||||||||||||||||||||||||||||
| 31333 | 1938 0357 X | 31333 | — | S.H. 51 | CIMARRON RIVER | -1 | 5-135ft.TYPE J BULB T BM SPANS 44ft.Cl.RDWY. W/TR-4 RAIL | 2017 | 36.11751667 | -96.51298889 | 676.66 | 46 | — | 5 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30782 BRKEY
31333 NBI No.
31333 On Under
1 Structure No.
1938 0357 X Control No.
038 Lane Ind.
Milepoint
03570 Facility Carried
S.H. 51 Feature Intersected
CIMARRON RIVER Division
08 County
037 Location
3.5 E JCT S.H. 99 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2017 ADT Total
2800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 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
676.66 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
0 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
31333 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-135ft.TYPE J BULB T BM SPANS 44ft.Cl.RDWY. W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:07:03.06 Longitude
-96:30:46.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31333 Vault Link
http://plansrv1/bridgemaintvault/b31333 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
36.11751667 Longitude DD
-96.51298889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30782 x
-10743776.7781717 y
4316803.5561139 |
|||||||||||||||||||||||||||||||||||||
| 31329 | 1824 0654 X | 31329 | — | S.H. 82 | LOCUST CREEK | -1 | 51FT. 8 IN. - 80FT. - 51FT 8IN. TYPE III BEAMS, 40ft. CL RDWY | 2017 | 36.60527778 | -95.06083333 | 183.33 | 42.166 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Excellent (9) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30778 BRKEY
31329 NBI No.
31329 On Under
1 Structure No.
1824 0654 X Control No.
024 Lane Ind.
Milepoint
06540 Facility Carried
S.H. 82 Feature Intersected
LOCUST CREEK Division
08 County
035 Location
6.6 N MAYS C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
3700 ADT Year
2022 Design Load
NO VALUE GIVEN 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 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.33 Deck Width
42.166 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
9 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5920 Future ADT Year
2042 Bypass Detour
0 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
31329 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
51FT. 8 IN. - 80FT. - 51FT 8IN. TYPE III BEAMS, 40ft. CL RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:36:19 Longitude
-95:03:39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 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
31329 Vault Link
http://plansrv1/bridgemaintvault/b31329 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
36.60527778 Longitude DD
-95.06083333 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30778 x
-10582123.5606798 y
4384229.48834253 |
|||||||||||||||||||||||||||||||||||||
| 31238 | 5910 0920 X | 31238 | — | S.H. 18 | CAMP CREEK | 70ft. TYPE IV - 120ft. TYPE J PC BEAM SPANS 40ft. Rdy. with TR-4 Rail. | 2018 | 36.29333333 | -96.78222222 | 190.5 | 42 | — | 2 | 0 | 2 | 40 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30777 BRKEY
31238 NBI No.
31238 On Under
1 Structure No.
5910 0920 X Control No.
010 Lane Ind.
Milepoint
09200 Facility Carried
S.H. 18 Feature Intersected
CAMP CREEK Division
08 County
117 Location
1.5 S JCT U.S. 64 Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2018 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 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
6 - Prestressed Concrete Continuous Design
02 Length
190.5 Deck Width
42 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
3 HS Operating Rating
71.2 HS Inv. Rating Method
3 HS Inv. Method
43.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3000 Future ADT Year
2042 Bypass Detour
39.800002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31238 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft. TYPE IV - 120ft. TYPE J PC BEAM SPANS 40ft. Rdy. with TR-4 Rail. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:17:36 Longitude
-96:46:56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31238 Vault Link
http://plansrv1/bridgemaintvault/b31238 GIS FO/SD
Meets Standards H Inv. Method
43.6 Latitude DD
36.29333333 Longitude DD
-96.78222222 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30777 x
-10773747.6953718 y
4341059.01596106 |
|||||||||||||||||||||||||||||||||||||
| 31237 | 5734 1303 X | 31237 | — | S.H. 99 | BIRCH CREEK | 3-16ft. X 11ft.X87ft. RCB with 6 FT Curtain Walls. | 2021 | 36.905833 | -96.203889 | 48 | 0 | — | 3 | 0 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.4 | 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 | 06 - Minor Arterial (Rural) | B | 550 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30776 BRKEY
31237 NBI No.
31237 On Under
1 Structure No.
5734 1303 X Control No.
034 Lane Ind.
Milepoint
13030 Facility Carried
S.H. 99 Feature Intersected
BIRCH CREEK Division
08 County
113 Location
2.7 N JCT S.H. 10 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
41.5 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
2021 ADT Total
550 ADT Year
2022 Design Load
NO VALUE GIVEN 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
3 Appr. Roadway Width
41.5 Span Type Main
M Material
1 - Concrete Design
19 Length
48 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
1 TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
85.6 HS Inv. Rating Method
3 HS Inv. Method
66 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
700 Future ADT Year
2042 Bypass Detour
52.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31237 ODOT County
57 Nav. Control
N 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
3-16ft. X 11ft.X87ft. RCB with 6 FT Curtain Walls. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:54:21 Longitude
-96:12:14 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31237 Vault Link
http://plansrv1/bridgemaintvault/b31237 GIS FO/SD
Meets Standards H Inv. Method
65.9 Latitude DD
36.905833 Longitude DD
-96.203889 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30776 x
-10709367.9358126 y
4425989.23720117 |
|||||||||||||||||||||||||||||||||||||
| 31234 | 3406 1453 X | 31234 | — | U.S. 81 | CREEK | 135ft. PCB BRIDGE W / 44ft. CLR TR-4 | 2018 | 34.078814 | -97.959061 | 135 | 46.2 | — | 1 | 0 | 2 | 44 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | 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 | 2200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30773 BRKEY
31234 NBI No.
31234 On Under
1 Structure No.
3406 1453 X Control No.
006 Lane Ind.
Milepoint
14530 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
067 Location
5.7 S JCT U.S. 70 Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
10 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
2018 ADT Total
2200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
135 Deck Width
46.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
71 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3270 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31234 ODOT County
34 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
135ft. PCB BRIDGE W / 44ft. CLR TR-4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:04:43.73 Longitude
-97:57:32.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27 NBI Text
31234 Vault Link
http://plansrv1/bridgemaintvault/b31234 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.078814 Longitude DD
-97.959061 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30773 x
-10904752.7891072 y
4039389.73663074 |
|||||||||||||||||||||||||||||||||||||
| 31142 | 3822 0755 X | 31142 | — | S.H. 44 | ELK CREEK | -1 | 4-100ft. P/S CONC. BEAM SPANS | 2017 | 35.11297222 | -99.18171667 | 400 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30771 BRKEY
31142 NBI No.
31142 On Under
1 Structure No.
3822 0755 X Control No.
022 Lane Ind.
Milepoint
07550 Facility Carried
S.H. 44 Feature Intersected
ELK CREEK Division
05 County
075 Location
7.6 N OF S.H. 9 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
480 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400 Deck Width
42.001 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80 HS Inv. Rating Method
3 HS Inv. Method
42 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
768 Future ADT Year
2042 Bypass Detour
24.229999 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
31142 ODOT County
38 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
1.099 Rt. Curb SW
1.099 Description
4-100ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:06:46.7 Longitude
-99:10:54.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31142 Vault Link
http://plansrv1/bridgemaintvault/b31142 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
35.11297222 Longitude DD
-99.18171667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30771 x
-11040858.1957071 y
4179244.23524134 |
|||||||||||||||||||||||||||||||||||||
| 31141 | 3716 0721 X | 31141 | — | S.H. 51 | CAMP CREEK | (3) 14FT X 9FT X 101FT RC BOX W/ 6FT CURTAIN WALLS | 2022 | 36.115939 | -97.769236 | 44 | 103 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | 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 | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30770 BRKEY
31141 NBI No.
31141 On Under
1 Structure No.
3716 0721 X Control No.
016 Lane Ind.
Milepoint
07210 Facility Carried
S.H. 51 Feature Intersected
CAMP CREEK Division
04 County
073 Location
7 E JCT U.S. 81 Sufficiency
92.1 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2022 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44 Deck Width
103 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
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
88 HS Inv. Rating Method
3 HS Inv. Method
67.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
52.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31141 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 14FT X 9FT X 101FT RC BOX W/ 6FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:06:57.38 Longitude
-97:46:09.25 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31141 Vault Link
http://plansrv1/bridgemaintvault/b31141 GIS FO/SD
Meets Standards H Inv. Method
67.8 Latitude DD
36.115939 Longitude DD
-97.769236 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30770 x
-10883621.5667674 y
4316586.1489034 |
|||||||||||||||||||||||||||||||||||||
| 31418 | 0620 0305 X | 31418 | — | S.H. 51 | N. CANADIAN RIVER | 5-100ft. P/S CONC BEAMS | 2019 | 36.053889 | -98.582778 | 100 | 42 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30765 BRKEY
31418 NBI No.
31418 On Under
1 Structure No.
0620 0305 X Control No.
020 Lane Ind.
Milepoint
03050 Facility Carried
S.H. 51 Feature Intersected
N. CANADIAN RIVER Division
05 County
011 Location
3.1 E DEWEY C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2019 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 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
41 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.5 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
3500 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31418 ODOT County
06 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
5-100ft. P/S CONC BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:03:14 Longitude
-98:34:58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31418 Vault Link
http://plansrv1/bridgemaintvault/b31418 GIS FO/SD
Meets Standards H Inv. Method
40.4 Latitude DD
36.053889 Longitude DD
-98.582778 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30765 x
-10974184.6479463 y
4308038.95109552 |
|||||||||||||||||||||||||||||||||||||
| 31417 | 2614F0358 X | 31417 | — | U.S. 277 | EAST BILL CREEK | 3-20ft.X10ft. RCB | 1901 | 34.94 | -98.03361111 | 62 | -1 | — | 3 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30764 BRKEY
31417 NBI No.
31417 On Under
1 Structure No.
2614F0358 X Control No.
014 Lane Ind.
Milepoint
03580 Facility Carried
U.S. 277 Feature Intersected
EAST BILL CREEK Division
07 County
051 Location
3.6 E OF CADDO C/L Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
62 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31417 ODOT County
26 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-20ft.X10ft. RCB Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:56:24 Longitude
-98:02:01 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 277 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31417 Vault Link
http://plansrv1/bridgemaintvault/b31417 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.94 Longitude DD
-98.03361111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30764 x
-10913051.669391 y
4155730.37017451 |
|||||||||||||||||||||||||||||||||||||
| 31413 | 5718 0166 X | 31413 | — | S.H. 20 | GREY HORSE CREEK | INTEGRAL 50ft.-70ft.-50ft. STEEL GIRDER SPANS, 40ft.-0in. CLR. RDWY. O DEGREE SKEW | 2024 | 36.84 | -97.15138889 | 170.5 | 42.166 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 700 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30760 BRKEY
31413 NBI No.
31413 On Under
1 Structure No.
5718 0166 X Control No.
018 Lane Ind.
Milepoint
01660 Facility Carried
S.H. 20 Feature Intersected
GREY HORSE CREEK Division
08 County
113 Location
18.6 W OF JCT S.H. 99 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2024 ADT Total
700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
170.5 Deck Width
42.166 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50.9 HS Inv. Rating Method
3 HS Inv. Method
39.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1000 Future ADT Year
2042 Bypass Detour
1E-06 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31413 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
INTEGRAL 50ft.-70ft.-50ft. STEEL GIRDER SPANS, 40ft.-0in. CLR. RDWY. O DEGREE SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:50:24 Longitude
-96:69:05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31413 Vault Link
http://plansrv1/bridgemaintvault/b31413 GIS FO/SD
Meets Standards H Inv. Method
39.2 Latitude DD
36.84 Longitude DD
-97.15138889 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30760 x
-10814843.1410941 y
4416828.25405887 |
|||||||||||||||||||||||||||||||||||||
| 31328 | 5820 0413 X | 31328 | — | S.H. 10 | COUNCIL HOLLOW CREEK | -1 | 30ft.-40ft.-30ft. I-BEAM SPANS W/2-18ft. SAFETY CURBS | 2018 | 36.72111111 | -94.72944444 | 181.749 | 45 | — | 3 | 0 | 2 | 42.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30759 BRKEY
31328 NBI No.
31328 On Under
1 Structure No.
5820 0413 X Control No.
020 Lane Ind.
Milepoint
04130 Facility Carried
S.H. 10 Feature Intersected
COUNCIL HOLLOW CREEK Division
08 County
115 Location
4.2 N DELAWARE C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.999 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
2018 ADT Total
3800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.999 Span Type Main
M Material
3 - Steel Design
02 Length
181.749 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66.6 HS Inv. Rating Method
3 HS Inv. Method
46 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
0 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
31328 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BEAM SPANS W/2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:43:16 Longitude
-94:43:46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 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
31328 Vault Link
http://plansrv1/bridgemaintvault/b31328 GIS FO/SD
Meets Standards H Inv. Method
45.9 Latitude DD
36.72111111 Longitude DD
-94.72944444 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30759 x
-10545233.5181905 y
4400304.23889918 |
|||||||||||||||||||||||||||||||||||||
| 31327 | 7329T0350 X | 31327 | — | ONETA RD. | MUSKOGEE TP UNDER | -1 | DOUBLE SPAN 191ft.-8in. TYPE III PC BEAMS | 2014 | 36.032292 | -95.707778 | 192.001 | 33.799 | — | 2 | 0 | 2 | 26.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30758 BRKEY
31327 NBI No.
31327 On Under
1 Structure No.
7329T0350 X Control No.
Lane Ind.
Milepoint
Facility Carried
ONETA RD. Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
3.73 SE JCT S.H. 51 Sufficiency
75 Kind Hwy
4 Level Service
1 Route No.
N4100 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
192.001 Deck Width
33.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
87.303 HS Inv. Rating Method
3 HS Inv. Method
48.502 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8 School Bus Rte.
0 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
31327 ODOT County
73 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
3.999 Rt. Curb SW
0 Description
DOUBLE SPAN 191ft.-8in. TYPE III PC BEAMS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:01:56.25 Longitude
-95:42:28 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. N4100 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.73 NBI Text
31327 Vault Link
http://plansrv1/bridgemaintvault/b31327 GIS FO/SD
FO H Inv. Method
48.502 Latitude DD
36.032292 Longitude DD
-95.707778 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30758 x
-10654141.1119157 y
4305065.6116573 |
|||||||||||||||||||||||||||||||||||||
| 31132 | 2546 2022EX | 31132 | — | I-35 | WASHITA RIVER | -1 | 100ft. PC BM. 200ft. PL GIRDER,4-100ft. PC BM,60ft. PC BM SPANS 38ft. CLR. RDWY. & F-SHAPED PARAPET | 2016 | 34.778944 | -97.2922 | 761 | 40 | — | 7 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.4 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 32900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30743 BRKEY
31132 NBI No.
31132 On Under
1 Structure No.
2546 2022EX Control No.
046 Lane Ind.
E Milepoint
20220 Facility Carried
I-35 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
3.3 MI. N. JCT. SH 19 Sufficiency
83.4 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2016 ADT Total
32900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
7 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
5 - Prestressed Concrete Design
02 Length
761 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
8 Sub Rating
8 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
3 HS Operating Rating
62 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
52640 Future ADT Year
2042 Bypass Detour
6 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
31132 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BM. 200ft. PL GIRDER,4-100ft. PC BM,60ft. PC BM SPANS 38ft. CLR. RDWY. & F-SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6822 Latitude
34:46:44.2 Longitude
-97:17:31.92 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 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
31132 Vault Link
http://plansrv1/bridgemaintvault/b31132 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.778944 Longitude DD
-97.2922 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30743 x
-10830518.1621573 y
4133880.94695829 |
|||||||||||||||||||||||||||||||||||||
| 31131 | 2546 2022WX | 31131 | — | I-35 | WASHITA RIVER | -1 | 100ft. PC BM-200ft. PL GIRDER-4-100ft. PC BM-60ft. PC BM. SPANS W/ 38.0ft. CLR. RDWY. & F-SHAPED PARAPET | 2017 | 34.778775 | -97.292722 | 761 | 40 | — | 7 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Satisfactory (6) | Very good (8) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30742 BRKEY
31131 NBI No.
31131 On Under
1 Structure No.
2546 2022WX Control No.
046 Lane Ind.
W Milepoint
20220 Facility Carried
I-35 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
3.3 N OF JCT S.H. 19 Sufficiency
97.3 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2017 ADT Total
15450 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
7 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
5 - Prestressed Concrete Design
02 Length
761 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
8 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
24720 Future ADT Year
2042 Bypass Detour
0.1 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
31131 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BM-200ft. PL GIRDER-4-100ft. PC BM-60ft. PC BM. SPANS W/ 38.0ft. CLR. RDWY. & F-SHAPED PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:46:43.59 Longitude
-97:17:33.8 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 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
31131 Vault Link
http://plansrv1/bridgemaintvault/b31131 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.778775 Longitude DD
-97.292722 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30742 x
-10830576.2709315 y
4133858.04226349 |
|||||||||||||||||||||||||||||||||||||
| 31412 | 4607 1996SX | 31412 | — | I-40 EB | U.S. 69B UNDER | 75ft-128ft-128ft-80ft CONT GIRDER SK 20 | 2021 | 35.457581 | -95.529164 | 410 | 53 | — | 4 | 20 | 3 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30741 BRKEY
31412 NBI No.
31412 On Under
1 Structure No.
4607 1996SX Control No.
007 Lane Ind.
S Milepoint
19960 Facility Carried
I-40 EB Feature Intersected
U.S. 69B UNDER Division
01 County
091 Location
JCT. U.S. 69 & I-40 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
50 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2021 ADT Total
13800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
4 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
18 Underclearance Left
72 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
410 Deck Width
53 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45.7 HS Inv. Rating Method
3 HS Inv. Method
35.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
19280 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31412 ODOT County
46 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
75ft-128ft-128ft-80ft CONT GIRDER SK 20 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:27:27.29 Longitude
-95:31:44.99 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31412 Vault Link
http://plansrv1/bridgemaintvault/b31412 GIS FO/SD
Meets Standards H Inv. Method
35.1 Latitude DD
35.457581 Longitude DD
-95.529164 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30741 x
-10634257.8923871 y
4226239.75765388 |
|||||||||||||||||||||||||||||||||||||
| 31411 | 4607 1996NX | 31411 | — | I-40 WB | U.S. 69B UNDER | 75-128-128-80 CONT GIRDER SK 20 | 2021 | 35.458069 | -95.528881 | 410 | 53 | — | 4 | 20 | 3 | 50 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 13800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30740 BRKEY
31411 NBI No.
31411 On Under
1 Structure No.
4607 1996NX Control No.
007 Lane Ind.
N Milepoint
19960 Facility Carried
I-40 WB Feature Intersected
U.S. 69B UNDER Division
01 County
091 Location
JCT. U.S. 69 & I-40 Sufficiency
94.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
50 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2021 ADT Total
13800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
4 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
18 Underclearance Left
72 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
02 Length
410 Deck Width
53 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45.7 HS Inv. Rating Method
3 HS Inv. Method
35.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
19280 Future ADT Year
2042 Bypass Detour
1.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31411 ODOT County
46 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
75-128-128-80 CONT GIRDER SK 20 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:27:29.05 Longitude
-95:31:43.97 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
Roadway Name
I-40 WB 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
31411 Vault Link
http://plansrv1/bridgemaintvault/b31411 GIS FO/SD
Meets Standards H Inv. Method
35.1 Latitude DD
35.458069 Longitude DD
-95.528881 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30740 x
-10634226.3889712 y
4226306.45017748 |
|||||||||||||||||||||||||||||||||||||
| 31321 | 4040 2690 X | 31321 | — | S.H. 63 | KIAMICHI RIVER O'FLOW | 2-10ft. X 3ft. X 75ft. LONG REINFORCED CONCRETE BOC CULVERT WITH 0 SKEW AND 4ft. DEEP CURTAIN WALLS | 2017 | 34.639475 | -94.614244 | 20 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30734 BRKEY
31321 NBI No.
31321 On Under
1 Structure No.
4040 2690 X Control No.
040 Lane Ind.
Milepoint
26900 Facility Carried
S.H. 63 Feature Intersected
KIAMICHI RIVER O'FLOW Division
02 County
079 Location
2.1 E JCT U.S. 259 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
520 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
105.2 HS Inv. Rating Method
3 HS Inv. Method
81.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
730 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31321 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 3ft. X 75ft. LONG REINFORCED CONCRETE BOC CULVERT WITH 0 SKEW AND 4ft. DEEP CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:38:22.11 Longitude
-94:36:51.28 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
143 NBI Text
31321 Vault Link
http://plansrv1/bridgemaintvault/b31321 GIS FO/SD
Meets Standards H Inv. Method
81.2 Latitude DD
34.639475 Longitude DD
-94.614244 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30734 x
-10532409.4638705 y
4114994.53146837 |
|||||||||||||||||||||||||||||||||||||
| 31320 | 4040 2708 X | 31320 | — | S.H. 63 | KIAMICHI RIVER | THREE SPANS 65ft.-100ft.-65ft. PC BEAM WITH 24 DEGREE SKEW LEFT FORWARD, 40ft. CL RDWY AND CONCRETE RAIL TR4 | 2017 | 34.63905 | -94.614244 | 230 | 42 | — | 3 | 24 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30733 BRKEY
31320 NBI No.
31320 On Under
1 Structure No.
4040 2708 X Control No.
040 Lane Ind.
Milepoint
27080 Facility Carried
S.H. 63 Feature Intersected
KIAMICHI RIVER Division
02 County
079 Location
2.2 E JCT U.S. 259 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
520 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
24 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
230 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
68 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
730 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31320 ODOT County
40 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
THREE SPANS 65ft.-100ft.-65ft. PC BEAM WITH 24 DEGREE SKEW LEFT FORWARD, 40ft. CL RDWY AND CONCRETE RAIL TR4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:38:20.58 Longitude
-94:36:51.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
144 NBI Text
31320 Vault Link
http://plansrv1/bridgemaintvault/b31320 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
34.63905 Longitude DD
-94.614244 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30733 x
-10532409.4638705 y
4114937.02803118 |
|||||||||||||||||||||||||||||||||||||
| 31319 | 7217 0134EX | 31319 | — | U.S. 75 NB | NORTH DUCK CREEK | -1 | CONVENTIONAL, 60ft.-80ft.-60ft. STEEL GIRDER SPANS, 38ft. CL. RDWY, SKEW 30 DEGREES. | 2017 | 35.87638333 | -96.01524167 | 202.001 | 41.001 | — | 3 | 30 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30732 BRKEY
31319 NBI No.
31319 On Under
1 Structure No.
7217 0134EX Control No.
017 Lane Ind.
E Milepoint
01340 Facility Carried
U.S. 75 NB Feature Intersected
NORTH DUCK CREEK Division
08 County
143 Location
4.5 S OF JCT HWY 67 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 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
14 - Other Principal Arterial (Urban) Year Built
2017 ADT Total
10300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
202.001 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
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62.7 HS Inv. Rating Method
3 HS Inv. Method
48.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16480 Future ADT Year
2042 Bypass Detour
0.1 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
31319 ODOT County
72 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
CONVENTIONAL, 60ft.-80ft.-60ft. STEEL GIRDER SPANS, 38ft. CL. RDWY, SKEW 30 DEGREES. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:52:34.98 Longitude
-96:00:54.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
31319 Vault Link
http://plansrv1/bridgemaintvault/b31319 GIS FO/SD
Meets Standards H Inv. Method
48.2 Latitude DD
35.87638333 Longitude DD
-96.01524167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
30732 x
-10688367.8110975 y
4283625.21321245 |
|||||||||||||||||||||||||||||||||||||
| 31318 | 7217 0134WX | 31318 | — | U.S. 75 SB | NORTH DUCK CREEK | -1 | INTERGRAL, 60ft.-70ft.-60ft. STEEL GIRDER SPANS, 38ft. CL RDWY. SKEW 0 DEGREES | 2017 | 35.87655833 | -96.01558889 | 190.499 | 41.001 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30731 BRKEY
31318 NBI No.
31318 On Under
1 Structure No.
7217 0134WX Control No.
017 Lane Ind.
W Milepoint
01340 Facility Carried
U.S. 75 SB Feature Intersected
NORTH DUCK CREEK Division
08 County
143 Location
4.5 S JCT HWY 67 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 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
14 - Other Principal Arterial (Urban) Year Built
2017 ADT Total
10450 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
190.499 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
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
71.1 HS Inv. Rating Method
3 HS Inv. Method
54.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16720 Future ADT Year
2042 Bypass Detour
0.1 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
31318 ODOT County
72 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
INTERGRAL, 60ft.-70ft.-60ft. STEEL GIRDER SPANS, 38ft. CL RDWY. SKEW 0 DEGREES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:52:35.61 Longitude
-96:00:56.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
31318 Vault Link
http://plansrv1/bridgemaintvault/b31318 GIS FO/SD
Meets Standards H Inv. Method
54.7 Latitude DD
35.87655833 Longitude DD
-96.01558889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
30731 x
-10688406.4634511 y
4283649.25533844 |
|||||||||||||||||||||||||||||||||||||
| 31224 | 5718 1135 X | 31224 | — | S.H. 20 | BUG CREEK | CONVENTIONAL, 285ft. STEEL PLATE GIRDER SPAN, 44ft. CLR RDWY, 0 SKEW TR-4 RAIL W/ PRESTRESSED 100FT CONCRETE BMS. | 2024 | 36.44111111 | -96.5575 | 285 | 46.166 | — | 3 | 0 | 2 | 44 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 780 | 2023 | 5 | Unmatched | |
|
Raw data
OBJECTID
30727 BRKEY
31224 NBI No.
31224 On Under
1 Structure No.
5718 1135 X Control No.
018 Lane Ind.
Milepoint
11350 Facility Carried
S.H. 20 Feature Intersected
BUG CREEK Division
08 County
113 Location
8.9 W OF S.H. 99 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44 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
2024 ADT Total
780 ADT Year
2023 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
3 - Steel Design
02 Length
285 Deck Width
46.166 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.6 HS Inv. Rating Method
3 HS Inv. Method
53.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
980 Future ADT Year
2042 Bypass Detour
19.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31224 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
CONVENTIONAL, 285ft. STEEL PLATE GIRDER SPAN, 44ft. CLR RDWY, 0 SKEW TR-4 RAIL W/ PRESTRESSED 100FT CONCRETE BMS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:26:28 Longitude
-96:32:87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31224 Vault Link
http://plansrv1/bridgemaintvault/b31224 GIS FO/SD
Meets Standards H Inv. Method
53.6 Latitude DD
36.44111111 Longitude DD
-96.5575 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30727 x
-10748731.7322715 y
4361488.57322574 |
|||||||||||||||||||||||||||||||||||||
| 31406 | 7402 0361 X | 31406 | — | U.S. 60 | FISH CREEK | 2-12ft. X 10ft. R.C. BOX with 6 Ft. Curtain Walls. | 2021 | 36.728056 | -95.869722 | 27 | 0 | — | 2 | 40 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.3 | 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 | 02 - Principal Arterial Other (Rural) | C | 5800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30717 BRKEY
31406 NBI No.
31406 On Under
1 Structure No.
7402 0361 X Control No.
002 Lane Ind.
Milepoint
03610 Facility Carried
U.S. 60 Feature Intersected
FISH CREEK Division
08 County
147 Location
3.6 E U.S. 75 Sufficiency
84.3 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2021 ADT Total
5800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
40 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
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
27 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.7 HS Inv. Rating Method
3 HS Inv. Method
36.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
61.37 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31406 ODOT County
74 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 10ft. R.C. BOX with 6 Ft. Curtain Walls. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:43:41 Longitude
-95:52:11 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31406 Vault Link
http://plansrv1/bridgemaintvault/b31406 GIS FO/SD
Meets Standards H Inv. Method
36.7 Latitude DD
36.728056 Longitude DD
-95.869722 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30717 x
-10672168.6355327 y
4401268.78431076 |
|||||||||||||||||||||||||||||||||||||
| 31403 | 3625 2350EX | 31403 | — | I-35 N.B. | A.T. & S.F. R.R. | 82ft-80ft-82ft. ROLLED BEAM SPANS X 38ft. CLR RDWY SKEWED 38 DEGREES W/ F-SHAPE RAILS | 2023 | 36.93316944 | -97.34779722 | 244 | 41 | — | 3 | 38 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | 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 | 01 - Principal Arterial Interstate (Rural) | A | 7750 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30714 BRKEY
31403 NBI No.
31403 On Under
1 Structure No.
3625 2350EX Control No.
025 Lane Ind.
E Milepoint
23500 Facility Carried
I-35 N.B. Feature Intersected
A.T. & S.F. R.R. Division
04 County
071 Location
8.6 N JCT S.H. 11 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2023 ADT Total
7750 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
38 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
R Underclearance Right
28.83 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
244 Deck Width
41 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
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
48.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31403 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
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
82ft-80ft-82ft. ROLLED BEAM SPANS X 38ft. CLR RDWY SKEWED 38 DEGREES W/ F-SHAPE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:55:59.41 Longitude
-97:20:52.07 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 N.B. 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
31403 Vault Link
http://plansrv1/bridgemaintvault/b31403 GIS FO/SD
Meets Standards H Inv. Method
48.4 Latitude DD
36.93316944 Longitude DD
-97.34779722 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30714 x
-10836707.2163772 y
4429795.55840988 |
|||||||||||||||||||||||||||||||||||||
| 31402 | 3625 2350WX | 31402 | — | I-35 S.B. | B.N.G.R. R.R. | 82ft-80ft-82ft. ROLLED BEAM SPANS X 38ft. CLR RDWY SKEWED 38 DEGREES W/ F-SHAPE RAILS | 2022 | 36.93361111 | -97.34805556 | 244 | 41 | — | 3 | 38 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7750 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30713 BRKEY
31402 NBI No.
31402 On Under
1 Structure No.
3625 2350WX Control No.
025 Lane Ind.
W Milepoint
23500 Facility Carried
I-35 S.B. Feature Intersected
B.N.G.R. R.R. Division
04 County
071 Location
8.6 N JCT S.H. 11 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2022 ADT Total
7750 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
38 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
28.799 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
244 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
48.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
21400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31402 ODOT County
36 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
82ft-80ft-82ft. ROLLED BEAM SPANS X 38ft. CLR RDWY SKEWED 38 DEGREES W/ F-SHAPE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:56:01 Longitude
-97:20:53 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
Roadway Name
I-35 S.B. 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
31402 Vault Link
http://plansrv1/bridgemaintvault/b31402 GIS FO/SD
Meets Standards H Inv. Method
48.4 Latitude DD
36.93361111 Longitude DD
-97.34805556 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30713 x
-10836735.9746545 y
4429857.06766838 |
|||||||||||||||||||||||||||||||||||||
| 31401 | 1132 0581 X | 31401 | — | U.S. 62 | E. BRANCH BRIGGS CREEK | 3-8ft.X7ft.X121ft. RCB | 2024 | 35.92994722 | -94.86179722 | 29.63 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 08 - Minor Collector (Rural) | C | 6900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30712 BRKEY
31401 NBI No.
31401 On Under
1 Structure No.
1132 0581 X Control No.
032 Lane Ind.
Milepoint
05810 Facility Carried
U.S. 62 Feature Intersected
E. BRANCH BRIGGS CREEK Division
01 County
021 Location
5.8 N.E. S.H. 51 Sufficiency
90.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
08 - Minor Collector (Rural) Year Built
2024 ADT Total
6900 ADT Year
2022 Design Load
NO VALUE GIVEN 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
3 Appr. Roadway Width
34.43 Span Type Main
M Material
1 - Concrete Design
19 Length
29.63 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
84 HS Inv. Rating Method
3 HS Inv. Method
64.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9700 Future ADT Year
2042 Bypass Detour
11.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31401 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
3-8ft.X7ft.X121ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:55:47.81 Longitude
-94:51:42.47 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31401 Vault Link
http://plansrv1/bridgemaintvault/b31401 GIS FO/SD
Meets Standards H Inv. Method
64.7 Latitude DD
35.92994722 Longitude DD
-94.86179722 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
6 Rural/Urban
Rural ARC_ID_NUM
30712 x
-10559966.9622652 y
4290986.49388728 |
|||||||||||||||||||||||||||||||||||||
| 31315 | 6712 0283 X | 31315 | — | U.S. 270 | CREEK | 2-10 ft. X 10 ft. X 153 ft. R.C.B., SKEWED 30 DEG., 130 ft. 6 in. CLR. RDWY. | 2020 | 35.24655 | -96.729753 | 21 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | 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 | 4546 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30710 BRKEY
31315 NBI No.
31315 On Under
1 Structure No.
6712 0283 X Control No.
012 Lane Ind.
Milepoint
02830 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
2.83 E POTTAWATOMIE C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2020 ADT Total
4546 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
21 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
152 HS Inv. Rating Method
3 HS Inv. Method
117.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6351 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31315 ODOT County
67 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
2-10 ft. X 10 ft. X 153 ft. R.C.B., SKEWED 30 DEG., 130 ft. 6 in. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:14:47.58 Longitude
-96:43:47.11 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 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
NBI Text
31315 Vault Link
http://plansrv1/bridgemaintvault/b31315 GIS FO/SD
Meets Standards H Inv. Method
72.5 Latitude DD
35.24655 Longitude DD
-96.729753 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30710 x
-10767906.8485191 y
4197436.98634773 |
|||||||||||||||||||||||||||||||||||||
| 31314 | 2512F0753 X | 31314 | — | S.H. 19 | PEAVINE CREEK | 40ft.-60ft.-40ft. I BEAM SPANS | 1901 | 34.796525 | -97.12113056 | 140 | -1 | — | 3 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | -1 | -1 | 5 | Unmatched | |
|
Raw data
OBJECTID
30709 BRKEY
31314 NBI No.
31314 On Under
1 Structure No.
2512F0753 X Control No.
012 Lane Ind.
Milepoint
07530 Facility Carried
S.H. 19 Feature Intersected
PEAVINE CREEK Division
03 County
049 Location
7.53 E JCT. U.S. 77 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 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
1901 ADT Total
-1 ADT Year
-1 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
140 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
-1 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31314 ODOT County
25 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
-1 Nav. VC
-1 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
40ft.-60ft.-40ft. I BEAM SPANS Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:47:47.49 Longitude
-97:07:16.07 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 19 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31314 Vault Link
http://plansrv1/bridgemaintvault/b31314 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.796525 Longitude DD
-97.12113056 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30709 x
-10811474.7992062 y
4136263.96926541 |
|||||||||||||||||||||||||||||||||||||
| 30181 | 3627 0125 X | 30181 | — | U.S. 60 BUS | CREEK | -1 | (2) 7ft.X3ft.X90ft. RCB SKEWED 70 DEG RF | 2011 | 36.69878056 | -97.10313611 | 52.999 | 0 | — | 2 | 70 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 6500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30691 BRKEY
30181 NBI No.
30181 On Under
1 Structure No.
3627 0125 X Control No.
027 Lane Ind.
Milepoint
01250 Facility Carried
U.S. 60 BUS Feature Intersected
CREEK Division
04 County
071 Location
1.25 N U.S. 60 Sufficiency
77.8 Kind Hwy
3 Level Service
6 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
74.99 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2011 ADT Total
6500 ADT Year
2022 Design Load
HS 20 Skew
70 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
52.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.053 HS Inv. Rating Method
3 HS Inv. Method
27.007 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10400 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30181 ODOT County
36 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
5 Description
(2) 7ft.X3ft.X90ft. RCB SKEWED 70 DEG RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.901 Latitude
36:41:55.61 Longitude
-97:06:11.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 BUS (WAVERLY AVE.) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
30181 Vault Link
http://plansrv1/bridgemaintvault/b30181 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.69878056 Longitude DD
-97.10313611 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
30691 x
-10809471.6661951 y
4397203.43729496 |
|||||||||||||||||||||||||||||||||||||
| 30180 | 5233 0898WX | 30180 | — | I-35 SB | U.S. 64 UNDER | -1 | 47ft.-56ft.-56ft.-56ft. PC BEAM SPANS W/ F-SHAPED RAILS 38ft. CLY RDWY | 2013 | 36.28944444 | -97.32777778 | 215.499 | 41.001 | — | 4 | 0 | 2 | 37.999 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | 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 | 01 - Principal Arterial Interstate (Rural) | A | 8150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30690 BRKEY
30180 NBI No.
30180 On Under
1 Structure No.
5233 0898WX Control No.
033 Lane Ind.
W Milepoint
08980 Facility Carried
I-35 SB Feature Intersected
U.S. 64 UNDER Division
04 County
103 Location
I-35 OVER U.S. 64 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 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
01 - Principal Arterial Interstate (Rural) Year Built
2013 ADT Total
8150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
12.999 Underclearance Left
4.98 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
215.499 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.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1700 Min Measured Clearance
1610 NBI Rating
30180 ODOT County
52 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
47ft.-56ft.-56ft.-56ft. PC BEAM SPANS W/ F-SHAPED RAILS 38ft. CLY RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.6959 Latitude
36:17:22 Longitude
-97:19:40 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
30180 Vault Link
http://plansrv1/bridgemaintvault/b30180 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
36.28944444 Longitude DD
-97.32777778 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30690 x
-10834478.6625105 y
4340521.9191983 |
|||||||||||||||||||||||||||||||||||||
| 30179 | 5233 0898EX | 30179 | — | I-35 NB | U.S. 64 UNDER | -1 | 47ft.-56ft.-56ft.-56ft. PC BEAM SPANS W/ F-SHAPED RAILS 38ft. CLY RDWY | 2013 | 36.28944444 | -97.3275 | 215.499 | 41.001 | — | 4 | 0 | 2 | 37.999 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | 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 | 01 - Principal Arterial Interstate (Rural) | A | 8150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30689 BRKEY
30179 NBI No.
30179 On Under
1 Structure No.
5233 0898EX Control No.
033 Lane Ind.
E Milepoint
08980 Facility Carried
I-35 NB Feature Intersected
U.S. 64 UNDER Division
04 County
103 Location
JCT OF I-35 & U.S. 64 Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00035 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
01 - Principal Arterial Interstate (Rural) Year Built
2013 ADT Total
8150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
12.989 Underclearance Left
4.98 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
215.499 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.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1700 Min Measured Clearance
1610 NBI Rating
30179 ODOT County
52 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
47ft.-56ft.-56ft.-56ft. PC BEAM SPANS W/ F-SHAPED RAILS 38ft. CLY RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.0927 Latitude
36:17:22 Longitude
-97:19:39 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
30179 Vault Link
http://plansrv1/bridgemaintvault/b30179 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
36.28944444 Longitude DD
-97.3275 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30689 x
-10834447.7401823 y
4340521.9191983 |
|||||||||||||||||||||||||||||||||||||
| 30087 | 3630 0960 X | 30087 | — | U.S. 60 WB | BOIS D' ARC CREEK | -1 | 40ft.-70ft.-40ft. TYPE III PCB SPANS X 38ft. CLR RDWY | 2015 | 36.68104444 | -97.11298056 | 150.499 | 40.167 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | 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 | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30687 BRKEY
30087 NBI No.
30087 On Under
1 Structure No.
3630 0960 X Control No.
030 Lane Ind.
Milepoint
09600 Facility Carried
U.S. 60 WB Feature Intersected
BOIS D' ARC CREEK Division
04 County
071 Location
12.9 E OF JCT I-35 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 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
2015 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
40.167 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
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
88 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30087 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-70ft.-40ft. TYPE III PCB SPANS X 38ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6089 Latitude
36:40:51.76 Longitude
-97:06:46.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 WB 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
30087 Vault Link
http://plansrv1/bridgemaintvault/b30087 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
36.68104444 Longitude DD
-97.11298056 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30687 x
-10810567.5453563 y
4394741.25620622 |
|||||||||||||||||||||||||||||||||||||
| 30086 | 3630 0960SX | 30086 | — | U.S. 60 EB | BOIS D'ARC CREEK | -1 | 40ft.-70ft.-40ft. TYPE III PCB SPANS X 38ft. CLR RDWY | 2015 | 36.680772 | -97.112975 | 150.499 | 41.165 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30686 BRKEY
30086 NBI No.
30086 On Under
1 Structure No.
3630 0960SX Control No.
030 Lane Ind.
S Milepoint
09600 Facility Carried
U.S. 60 EB Feature Intersected
BOIS D'ARC CREEK Division
04 County
071 Location
12.9 E OF I-35 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00060 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
2015 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
41.165 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
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
88 HS Inv. Rating Method
3 HS Inv. Method
45 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30086 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-70ft.-40ft. TYPE III PCB SPANS X 38ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8436 Latitude
36:40:50.78 Longitude
-97:06:46.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 EB 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
30086 Vault Link
http://plansrv1/bridgemaintvault/b30086 GIS FO/SD
Meets Standards H Inv. Method
44 Latitude DD
36.680772 Longitude DD
-97.112975 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30686 x
-10810566.9264199 y
4394703.4397007 |
|||||||||||||||||||||||||||||||||||||
| 30082 | 6644F0000 X | 30082 | — | 305TH E. AVE. | U.S. 412 UNDER | 49ft.-90ft.-90ft.-69ft. TYPE III & IV PCB SPANS | 1901 | 36.27861111 | -96.06861111 | 297.999 | -1 | — | 4 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30682 BRKEY
30082 NBI No.
30082 On Under
1 Structure No.
6644F0000 X Control No.
044 Lane Ind.
Milepoint
00000 Facility Carried
305TH E. AVE. Feature Intersected
U.S. 412 UNDER Division
08 County
131 Location
5.37 E OF I-44 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
4 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
297.999 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30082 ODOT County
66 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
49ft.-90ft.-90ft.-69ft. TYPE III & IV PCB SPANS Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:16:43 Longitude
-95:63:67 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 412P Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30082 Vault Link
http://plansrv1/bridgemaintvault/b30082 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.27861111 Longitude DD
-96.06861111 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30682 x
-10694308.8699822 y
4339025.86309034 |
|||||||||||||||||||||||||||||||||||||
| 29991 | 6406R0949 X | 29991 | — | U.S. 271 | BRYANT BRANCH CREEK | 50ft.-50ft.-50ft. TYPE II PC BEAM BRIDGE, 40ft. CLR RDWY, SKEW 0 | 1901 | 35.316667 | -95.559722 | 150 | -1 | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | -1 | -1 | 5 | Unmatched | |
|
Raw data
OBJECTID
30681 BRKEY
29991 NBI No.
29991 On Under
1 Structure No.
6406R0949 X Control No.
006 Lane Ind.
Milepoint
09490 Facility Carried
U.S. 271 Feature Intersected
BRYANT BRANCH CREEK Division
02 County
127 Location
1 E OF KIAMICHI Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
-1 ADT Year
-1 Design Load
Other or Unknown Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
0 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
-1 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
29991 ODOT County
64 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
0 Nav. VC
-1 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-50ft.-50ft. TYPE II PC BEAM BRIDGE, 40ft. CLR RDWY, SKEW 0 Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:19:00 Longitude
-95:33:35 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 271 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29991 Vault Link
http://plansrv1/bridgemaintvault/b29991 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.316667 Longitude DD
-95.559722 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30681 x
-10637659.5933868 y
4206998.62967767 |
|||||||||||||||||||||||||||||||||||||
| 29990 | 7217 0092WX | 29990 | — | U.S. 75 SB | SOUTH DUCK CREEK | -1 | 55ft.-80ft.-55ft. STEEL BEAM SPANS 38ft.CL.RDWY.W/TR-4RAIL | 2012 | 35.87027778 | -96.01555556 | 190 | 40 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30680 BRKEY
29990 NBI No.
29990 On Under
1 Structure No.
7217 0092WX Control No.
017 Lane Ind.
W Milepoint
00920 Facility Carried
U.S. 75 SB Feature Intersected
SOUTH DUCK CREEK Division
08 County
143 Location
.9 N OF OKMULGEE C/L Sufficiency
99.7 Kind Hwy
2 Level Service
1 Route No.
00075 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
2012 ADT Total
10150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
190 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.
4 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45.1 HS Inv. Rating Method
3 HS Inv. Method
34.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16240 Future ADT Year
2042 Bypass Detour
0.1 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
29990 ODOT County
72 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
55ft.-80ft.-55ft. STEEL BEAM SPANS 38ft.CL.RDWY.W/TR-4RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
94.198 Latitude
35:52:13 Longitude
-96:00:56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29990 Vault Link
http://plansrv1/bridgemaintvault/b29990 GIS FO/SD
Meets Standards H Inv. Method
34.7 Latitude DD
35.87027778 Longitude DD
-96.01555556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30680 x
-10688402.7531725 y
4282786.44416036 |
|||||||||||||||||||||||||||||||||||||
| 29989 | 0905 2686NX | 29989 | — | I-40 WB | PURCELL CREEK | -1 | 3-50ft. STEEL BM SPANS | 2010 | 35.50064444 | -97.84419722 | 150.499 | 75 | — | 3 | 0 | 3 | 72.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 18600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30679 BRKEY
29989 NBI No.
29989 On Under
1 Structure No.
0905 2686NX Control No.
005 Lane Ind.
N Milepoint
26860 Facility Carried
I-40 WB Feature Intersected
PURCELL CREEK Division
04 County
017 Location
26.8 E CADDO COUNTY Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
72.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2010 ADT Total
18600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
72.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
75 Span Type Main
M Material
3 - Steel Design
02 Length
150.499 Deck Width
75 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
5 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
29760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
29989 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. STEEL BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
89.1051 Latitude
35:30:02.32 Longitude
-97:50:39.11 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29989 Vault Link
http://plansrv1/bridgemaintvault/b29989 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.50064444 Longitude DD
-97.84419722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30679 x
-10891966.211607 y
4232126.58136824 |
|||||||||||||||||||||||||||||||||||||
| 29988 | 0905 2686SX | 29988 | — | I-40 EB | PURCELL CREEK | -1 | 3-50ft. I-BEAM SPANS | 2010 | 35.50015278 | -97.84423889 | 150.499 | 82.001 | — | 3 | 0 | 3 | 79.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 20350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30678 BRKEY
29988 NBI No.
29988 On Under
1 Structure No.
0905 2686SX Control No.
005 Lane Ind.
S Milepoint
26860 Facility Carried
I-40 EB Feature Intersected
PURCELL CREEK Division
04 County
017 Location
26.8 E CADDO CO. Sufficiency
92.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
79.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2010 ADT Total
20350 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
79.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
82.001 Span Type Main
M Material
3 - Steel Design
02 Length
150.499 Deck Width
82.001 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
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
32560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
29988 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
90.4915 Latitude
35:30:00.55 Longitude
-97:50:39.26 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29988 Vault Link
http://plansrv1/bridgemaintvault/b29988 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.50015278 Longitude DD
-97.84423889 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30678 x
-10891970.8502902 y
4232059.35305579 |
|||||||||||||||||||||||||||||||||||||
| 29987 | 5904 0601 X | 29987 | — | U.S. 64 | BNSF R.R. UNDER | -1 | 45ft.X110ft.X55ft.PCB SPANS 40ft.CLR.RDWY.W/TR-4 RAILS | 2013 | 36.2875 | -96.6825 | 210 | 42.001 | — | 3 | 16 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 880 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30677 BRKEY
29987 NBI No.
29987 On Under
1 Structure No.
5904 0601 X Control No.
004 Lane Ind.
Milepoint
06010 Facility Carried
U.S. 64 Feature Intersected
BNSF R.R. UNDER Division
08 County
117 Location
6 E OF JCT S.H. 18 Sufficiency
99.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
2 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
07 - Major Collector (Rural) Year Built
2013 ADT Total
880 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
16 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
16.201 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
210 Deck Width
42.001 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
79.1 HS Inv. Rating Method
3 HS Inv. Method
59.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1408 Future ADT Year
2042 Bypass Detour
11 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29987 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.X110ft.X55ft.PCB SPANS 40ft.CLR.RDWY.W/TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.526 Latitude
36:17:15 Longitude
-96:40:57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 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
29987 Vault Link
http://plansrv1/bridgemaintvault/b29987 GIS FO/SD
Meets Standards H Inv. Method
59.2 Latitude DD
36.2875 Longitude DD
-96.6825 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30677 x
-10762646.6686207 y
4340253.38154567 |
|||||||||||||||||||||||||||||||||||||
| 29986 | 5902 0092 X | 29986 | — | U.S. 64 | PANTHER CREEK | -1 | 100ft. TYPE IV PCB SPAN X 40ft.CL.RDY.W/TR-4 RAILS | 2013 | 36.31905 | -96.90826111 | 100 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30676 BRKEY
29986 NBI No.
29986 On Under
1 Structure No.
5902 0092 X Control No.
002 Lane Ind.
Milepoint
00920 Facility Carried
U.S. 64 Feature Intersected
PANTHER CREEK Division
08 County
117 Location
.9 E OF NOBLE C/L Sufficiency
94.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2013 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 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
100 Deck Width
42.001 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
9 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
40.000002 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
29986 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. TYPE IV PCB SPAN X 40ft.CL.RDY.W/TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9959 Latitude
36:19:08.58 Longitude
-96:54:29.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29986 Vault Link
http://plansrv1/bridgemaintvault/b29986 GIS FO/SD
Meets Standards H Inv. Method
40.3 Latitude DD
36.31905 Longitude DD
-96.90826111 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30676 x
-10787778.2804268 y
4344611.43372337 |
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| 30176 | 2405 0380EX | 30176 | — | U.S. 60/U.S. 81 | U.S. 64 SB UNDER | -1 | 3-90ft. TYPE IV PC BEAM W/ 38ft. CLY RDWY & F-SHAPED RAILS | 2013 | 36.4425 | -97.87361111 | 277.493 | 41.001 | — | 3 | 43 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.5 | 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 | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30668 BRKEY
30176 NBI No.
30176 On Under
1 Structure No.
2405 0380EX Control No.
005 Lane Ind.
E Milepoint
03800 Facility Carried
U.S. 60/U.S. 81 Feature Intersected
U.S. 64 SB UNDER Division
04 County
047 Location
3.8 N JCT U.S. 81 Sufficiency
93.5 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
2013 ADT Total
2500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
43 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
18.999 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
277.493 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
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
90 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4000 Future ADT Year
2042 Bypass Detour
34 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
1701 Min Measured Clearance
1701 NBI Rating
30176 ODOT County
24 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
3-90ft. TYPE IV PC BEAM W/ 38ft. CLY RDWY & F-SHAPED RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0608 Latitude
36:26:33 Longitude
-97:52:25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 60/U.S. 81 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
30176 Vault Link
http://plansrv1/bridgemaintvault/b30176 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
36.4425 Longitude DD
-97.87361111 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30668 x
-10895240.5508641 y
4361680.7647736 |
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| 30175 | 6406 0949 X | 30175 | — | U.S. 271 | BRYANT BRANCH CREEK | -1 | (3) 50ft. PC BEAM | 2014 | 34.63850556 | -95.16199444 | 150 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.8 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 760 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30667 BRKEY
30175 NBI No.
30175 On Under
1 Structure No.
6406 0949 X Control No.
006 Lane Ind.
Milepoint
09490 Facility Carried
U.S. 271 Feature Intersected
BRYANT BRANCH CREEK Division
02 County
127 Location
7.20 SW LEFLORE C/L Sufficiency
99.8 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
760 ADT Year
2022 Design Load
NO VALUE GIVEN 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
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.1 HS Inv. Rating Method
3 HS Inv. Method
42.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1216 Future ADT Year
2042 Bypass Detour
3 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
30175 ODOT County
64 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
1.099 Rt. Curb SW
1.099 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8479 Latitude
34:38:18.62 Longitude
-95:09:43.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
037 NBI Text
30175 Vault Link
http://plansrv1/bridgemaintvault/b30175 GIS FO/SD
Meets Standards H Inv. Method
42.7 Latitude DD
34.63850556 Longitude DD
-95.16199444 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30667 x
-10593384.7639331 y
4114863.36452914 |