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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 01483 | 6604 0914 X | 1483 | — | S.H. 66 | CREEK | 6604 0914 X | 2-10ft.X4ft.X115 RCB | 1925 | 36.42361111 | -95.53151389 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 60 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 9100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2083 BRKEY
1483 NBI No.
1483 On Under
1 Structure No.
6604 0914 X Control No.
004 Lane Ind.
Milepoint
09140 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
131 Location
1 MI S JCT SH 28 A Sufficiency
60 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1925 ADT Total
9100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
14560 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01483 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X4ft.X115 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6604 0914 X H Index
67 Latitude
36:25:25 Longitude
-95:31:53.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01483 Vault Link
http://plansrv1/bridgemaintvault/b01483 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.42361111 Longitude DD
-95.53151389 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2083 x
-10634519.4809453 y
4359067.25631522 |
|||||||||||||||||||||||||||||||||||||
| 01674 | 4404 0638 X | 1674 | — | U.S. 77 | CREEK | 4404 0638 X | 2-10ft.X 6ft.X 55ft. RDY R | 1926 | 34.93536111 | -97.33331667 | 27.887 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2076 BRKEY
1674 NBI No.
1674 On Under
1 Structure No.
4404 0638 X Control No.
004 Lane Ind.
Milepoint
06380 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
03 County
087 Location
4.9 MI.S. JCT. SH39 Sufficiency
98.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 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
1926 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.887 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4480 Future ADT Year
2042 Bypass Detour
8.699197 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
01674 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 55ft. RDY R Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4404 0638 X H Index
98.02 Latitude
34:56:07.3 Longitude
-97:19:59.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01674 Vault Link
http://plansrv1/bridgemaintvault/b01674 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.93536111 Longitude DD
-97.33331667 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2076 x
-10835095.2489248 y
4155100.44293352 |
|||||||||||||||||||||||||||||||||||||
| 01673 | 6106 0513 X | 1673 | — | U.S. 270 | CREEK | 6106 0513 X | (2) 10ft. X 10ft. X 47ft. RCB | 1940 | 34.94186389 | -96.00859167 | 21.001 | 48.999 | — | 2 | 0 | 2 | 45 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2075 BRKEY
1673 NBI No.
1673 On Under
1 Structure No.
6106 0513 X Control No.
006 Lane Ind.
Milepoint
05130 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
121 Location
5.13 E HUGHES C/L Sufficiency
69.3 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
4600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
45 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
21.001 Deck Width
48.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
29.825817 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
01673 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 47ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6106 0513 X H Index
97.6752 Latitude
34:56:30.71 Longitude
-96:00:30.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
038 NBI Text
01673 Vault Link
http://plansrv1/bridgemaintvault/b01673 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.94186389 Longitude DD
-96.00859167 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2075 x
-10687627.5364837 y
4155983.48280144 |
|||||||||||||||||||||||||||||||||||||
| 01672 | 5002 0485 X | 1672 | — | U.S. 77 | CREEK | 5002 0485 X | 2-10ft.X 8ft.X 39ft. R.C.B | 1926 | 34.43635833 | -97.14123611 | 21.8 | 38.999 | — | 2 | 0 | 2 | 38.999 | 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) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2074 BRKEY
1672 NBI No.
1672 On Under
1 Structure No.
5002 0485 X Control No.
002 Lane Ind.
Milepoint
04850 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
07 County
099 Location
4.8 MI S JCT SH 7 Sufficiency
99.7 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
38.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21.8 Deck Width
38.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
01672 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 39ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5002 0485 X H Index
95.1464 Latitude
34:26:10.89 Longitude
-97:08:28.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
01-50 NBI Text
01672 Vault Link
http://plansrv1/bridgemaintvault/b01672 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.43635833 Longitude DD
-97.14123611 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2074 x
-10813712.9387944 y
4087545.86983383 |
|||||||||||||||||||||||||||||||||||||
| 01671 | 7402R0476 X | 1671 | — | U.S. 60 | CREEK | 7402 0476 X | 2-10ft.X 5ft.X 33ft. R.C.B | 1926 | 36.727883 | -95.849108 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5400 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
2073 BRKEY
1671 NBI No.
1671 On Under
1 Structure No.
7402R0476 X Control No.
002 Lane Ind.
Milepoint
04760 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
147 Location
5 MI E JCT US 75 Sufficiency
78.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 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
1926 ADT Total
5400 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.11 HS Inv. Rating Method
1 HS Inv. Method
31.26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2039 Bypass Detour
57.999856 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
01671 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 33ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7402 0476 X H Index
64.1668 Latitude
36:43:40.38 Longitude
-95:50:56.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01671 Vault Link
http://plansrv1/bridgemaintvault/b01671 GIS FO/SD
Meets Standards H Inv. Method
17.37 Latitude DD
36.727883 Longitude DD
-95.849108 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2073 x
-10669873.8955495 y
4401244.75603768 |
|||||||||||||||||||||||||||||||||||||
| 01670 | 1908 0254 X | 1670 | — | U.S. 75A | CREEK | 1908 0254 X | 2-10ft.X8ft.X36ft. RCB | 1926 | 35.8923 | -96.05978056 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.1 | 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) | C | 3400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2072 BRKEY
1670 NBI No.
1670 On Under
1 Structure No.
1908 0254 X Control No.
008 Lane Ind.
Milepoint
02540 Facility Carried
U.S. 75A Feature Intersected
CREEK Division
08 County
037 Location
2.5 MI N OKMULGEE C/L Sufficiency
91.1 Kind Hwy
2 Level Service
1 Route No.
0075A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.3 HS Inv. Rating Method
1 HS Inv. Method
49.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
22.990734 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
01670 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X36ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1908 0254 X H Index
91.2537 Latitude
35:53:32.28 Longitude
-96:03:35.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01670 Vault Link
http://plansrv1/bridgemaintvault/b01670 GIS FO/SD
Meets Standards H Inv. Method
27.4 Latitude DD
35.8923 Longitude DD
-96.05978056 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2072 x
-10693325.8576528 y
4285812.11958668 |
|||||||||||||||||||||||||||||||||||||
| 01669 | 6106 0205 X | 1669 | — | U.S. 270 | CREEK | 6106 0205 X | (2) 10ft. X 8ft. X 45ft. RCB | 1940 | 34.928975 | -96.05978056 | 21.001 | 45 | — | 2 | 0 | 2 | 42.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.5 | Fair (5) | 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 | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2071 BRKEY
1669 NBI No.
1669 On Under
1 Structure No.
6106 0205 X Control No.
006 Lane Ind.
Milepoint
02050 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
121 Location
2.05 E HUGHES C/L Sufficiency
70.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1940 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
42.999 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
21.001 Deck Width
45 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
29.825817 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
01669 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 45ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6106 0205 X H Index
97.9132 Latitude
34:55:44.31 Longitude
-96:03:35.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
037 NBI Text
01669 Vault Link
http://plansrv1/bridgemaintvault/b01669 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.928975 Longitude DD
-96.05978056 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2071 x
-10693325.8576528 y
4154233.31430746 |
|||||||||||||||||||||||||||||||||||||
| 01578 | 3628R0101 X | 1578 | — | S.H. 11 | TURKEY CREEK | 3628 0101 X | 13ft.-14ft.-13ft. MASONRY | 1925 | 36.76718611 | -97.04471944 | 55.118 | 31.001 | — | 3 | 0 | 2 | 28.301 | 8 - Masonry | Arch — Deck (11) | M | Not applicable (N) | Open, temporary shoring (E) | 29.5 | Serious (3) | Not applicable (N) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
2070 BRKEY
1578 NBI No.
1578 On Under
1 Structure No.
3628R0101 X Control No.
028 Lane Ind.
Milepoint
01010 Facility Carried
S.H. 11 Feature Intersected
TURKEY CREEK Division
04 County
071 Location
1.1 MI E OF JCT US 77 Sufficiency
29.5 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.215 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
1925 ADT Total
2300 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
28.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
8 - Masonry Design
11 Length
55.118 Deck Width
31.001 Bridge Open Closed
E TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
3 Sub Rating
3 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2025 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
01578 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13ft.-14ft.-13ft. MASONRY Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3628 0101 X H Index
39.6457 Latitude
36:46:01.87 Longitude
-97:02:40.99 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 Scour
3 Design Structure
11 - Arch - Deck FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01578 Vault Link
http://plansrv1/bridgemaintvault/b01578 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.76718611 Longitude DD
-97.04471944 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2070 x
-10802968.7522369 y
4406705.02559016 |
|||||||||||||||||||||||||||||||||||||
| 01482 | 2502 0608 X | 1482 | — | U.S. 77 | CREEK | 2502 0608 X | 3-8ft.X8ft.X40ft. RDY RCB | 1925 | 34.68791111 | -97.21282222 | 27.887 | 40 | — | 3 | 0 | 2 | 40.026 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2064 BRKEY
1482 NBI No.
1482 On Under
1 Structure No.
2502 0608 X Control No.
002 Lane Ind.
Milepoint
06080 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
03 County
049 Location
6.2 MI N MURRAY C/L Sufficiency
77.7 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 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
1925 ADT Total
3000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
27.887 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.88 HS Inv. Rating Method
1 HS Inv. Method
26.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
9.941939 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
01482 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X8ft.X40ft. RDY RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2502 0608 X H Index
81.3918 Latitude
34:41:16.48 Longitude
-97:12:46.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01482 Vault Link
http://plansrv1/bridgemaintvault/b01482 GIS FO/SD
Meets Standards H Inv. Method
14.93 Latitude DD
34.68791111 Longitude DD
-97.21282222 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2064 x
-10821681.8681074 y
4121549.97604564 |
|||||||||||||||||||||||||||||||||||||
| 01481 | 3206R0565 X | 1481 | — | U.S. 270 | CREEK | 3206R0565 X | 21ft. CONCRETE GIRDER SPAN | 1925 | 35.08666667 | -96.26666667 | 22.966 | 22.999 | — | 1 | 0 | 2 | 20 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.5 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
2063 BRKEY
1481 NBI No.
1481 On Under
1 Structure No.
3206R0565 X Control No.
006 Lane Ind.
Milepoint
05650 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
063 Location
5.9 MI E JCT US 270B Sufficiency
29.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 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
1925 ADT Total
2000 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
02 Length
22.966 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2000 Future ADT Year
2017 Bypass Detour
22.990734 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01481 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
21ft. CONCRETE GIRDER SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3206R0565 X H Index
100 Latitude
35:05:12 Longitude
-96:16:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01481 Vault Link
http://plansrv1/bridgemaintvault/b01481 GIS FO/SD
SD H Inv. Method
15.873 Latitude DD
35.08666667 Longitude DD
-96.26666667 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2063 x
-10716356.3140702 y
4175665.04437405 |
|||||||||||||||||||||||||||||||||||||
| 01480 | 5004 0346 X | 1480 | — | U.S. 77 | CREEK | 5004 0346 X | 2-10ft.X 6ft.X 59ft. R.C.B | 1925 | 34.55193889 | -97.13284444 | 21 | 58.999 | — | 2 | 0 | 2 | 57 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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) | C | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2062 BRKEY
1480 NBI No.
1480 On Under
1 Structure No.
5004 0346 X Control No.
004 Lane Ind.
Milepoint
03460 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
07 County
099 Location
3.6 MI N JCT SH7 Sufficiency
96 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 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
1925 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
57 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
58.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
01480 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 59ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5004 0346 X H Index
97.0944 Latitude
34:33:06.98 Longitude
-97:07:58.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
06-50 NBI Text
01480 Vault Link
http://plansrv1/bridgemaintvault/b01480 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
34.55193889 Longitude DD
-97.13284444 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2062 x
-10812778.7823631 y
4103156.91405638 |
|||||||||||||||||||||||||||||||||||||
| 01479 | 4202 0337 X | 1479 | — | U.S. 77 | CREEK | 4202 0337 X | 2-10ft.X 5ft.X 64ft. R.C.B | 1925 | 35.86366111 | -97.42528056 | 20.965 | 66.001 | — | 2 | 0 | 4 | 52.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 14400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2061 BRKEY
1479 NBI No.
1479 On Under
1 Structure No.
4202 0337 X Control No.
002 Lane Ind.
Milepoint
03370 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
083 Location
3.4 MI N JCT I-35 Sufficiency
74.6 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
63.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1925 ADT Total
14400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
FG Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
66.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
23040 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01479 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
5 Rt. Curb SW
5 Description
2-10ft.X 5ft.X 64ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4202 0337 X H Index
87.4999 Latitude
35:51:49.18 Longitude
-97:25:31.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01479 Vault Link
http://plansrv1/bridgemaintvault/b01479 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.86366111 Longitude DD
-97.42528056 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
2061 x
-10845332.622331 y
4281877.53136667 |
|||||||||||||||||||||||||||||||||||||
| 01478 | 5610 0451 X | 1478 | — | BNSF R.R. | U.S. 75A UNDER | 5610 0451 X | RAILROAD: 25ft. CONCRETE SLAB SK 12° | 1925 | 35.75256944 | -96.07024167 | 25 | 36.601 | — | 1 | 12 | 2 | 22.7 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | H | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2060 BRKEY
1478 NBI No.
1478 On Under
2 Structure No.
5610 0451 X Control No.
010 Lane Ind.
Milepoint
04510 Facility Carried
BNSF R.R. Feature Intersected
U.S. 75A UNDER Division
01 County
111 Location
4.51 W & N JCT US-76 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
0075A Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1925 ADT Total
1800 ADT Year
2022 Design Load
Railroad Skew
12 No. Main Spans
1 Road Width
22.7 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.7 Span Type Main
M Material
1 - Concrete Design
01 Length
25 Deck Width
36.601 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
2880 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
Y Existing Posting
-1 Max Measured Clearance
1311 Min Measured Clearance
1309 NBI Rating
01478 ODOT County
56 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
RAILROAD: 25ft. CONCRETE SLAB SK 12° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5610 0451 X H Index
89.0272 Latitude
35:45:09.25 Longitude
-96:04:12.87 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 75A UNDER Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-0451 NBI Text
01478 Vault Link
http://plansrv1/bridgemaintvault/b01478 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.75256944 Longitude DD
-96.07024167 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2060 x
-10694490.3830911 y
4266628.50244642 |
|||||||||||||||||||||||||||||||||||||
| 01668 | 6906 0203 X | 1668 | — | S.H. 7 | ROCK CREEK | 6906 0203 X | 2-10ft.X 10ft.X 143ft. R.C. BOX | 1926 | 34.59402222 | -98.10621111 | 22.999 | 142.999 | — | 2 | 0 | 2 | 141.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 7400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2052 BRKEY
1668 NBI No.
1668 On Under
1 Structure No.
6906 0203 X Control No.
006 Lane Ind.
Milepoint
02030 Facility Carried
S.H. 7 Feature Intersected
ROCK CREEK Division
07 County
137 Location
2.1 MI E COMANCHE CO Sufficiency
81.9 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1926 ADT Total
7400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
141.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
142.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.6 HS Inv. Rating Method
1 HS Inv. Method
30.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
39.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01668 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 143ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6906 0203 X H Index
99.4212 Latitude
34:35:38.48 Longitude
-98:06:22.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
11 NBI Text
01668 Vault Link
http://plansrv1/bridgemaintvault/b01668 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
34.59402222 Longitude DD
-98.10621111 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2052 x
-10921133.4644226 y
4108846.33836297 |
|||||||||||||||||||||||||||||||||||||
| 01667 | 6906 0193 X | 1667 | — | S.H. 7 | ROCK CREEK TRIB. | 6906 0193 X | 2-10ft.X 10ft.X 144ft. R.C.BOX | 1926 | 34.59401389 | -98.1079 | 22.999 | 143.999 | — | 2 | 0 | 2 | 143.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 7400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2051 BRKEY
1667 NBI No.
1667 On Under
1 Structure No.
6906 0193 X Control No.
006 Lane Ind.
Milepoint
01930 Facility Carried
S.H. 7 Feature Intersected
ROCK CREEK TRIB. Division
07 County
137 Location
1.9 MI E COMANCHE CO Sufficiency
81.9 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1926 ADT Total
7400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
143.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
143.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.6 HS Inv. Rating Method
1 HS Inv. Method
30.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
39.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01667 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 144ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6906 0193 X H Index
98.9724 Latitude
34:35:38.45 Longitude
-98:06:28.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
10 NBI Text
01667 Vault Link
http://plansrv1/bridgemaintvault/b01667 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
34.59401389 Longitude DD
-98.1079 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2051 x
-10921321.4707974 y
4108845.21190979 |
|||||||||||||||||||||||||||||||||||||
| 01666 | 6914R0141 X | 1666 | — | S.H. 53 | SPRING BRANCH CREEK | 6914 0141 X | 24ft. I-BM. SPAN | 1926 | 34.36228333 | -98.11448333 | 27.887 | 22.999 | — | 1 | 0 | 2 | 19.701 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.3 | Fair (5) | Good (7) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
2050 BRKEY
1666 NBI No.
1666 On Under
1 Structure No.
6914R0141 X Control No.
014 Lane Ind.
Milepoint
01410 Facility Carried
S.H. 53 Feature Intersected
SPRING BRANCH CREEK Division
07 County
137 Location
1.4 MI E COTTON C/L Sufficiency
54.3 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1926 ADT Total
1300 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
19.701 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
27.887 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
7 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.982 HS Inv. Rating Method
1 HS Inv. Method
26.345 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2024 Bypass Detour
42.253241 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
01666 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
24ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6914 0141 X H Index
66.0131 Latitude
34:21:44.22 Longitude
-98:06:52.14 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27 NBI Text
01666 Vault Link
http://plansrv1/bridgemaintvault/b01666 GIS FO/SD
Meets Standards H Inv. Method
15.102 Latitude DD
34.36228333 Longitude DD
-98.11448333 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2050 x
-10922054.3237407 y
4077552.18353062 |
|||||||||||||||||||||||||||||||||||||
| 01665 | 3814 0137 X | 1665 | — | S.H. 9 | CREEK | 3814 0137 X | 2-10ft. X 3ft. X 28ft. RDY. R.C.B. | 1926 | 35.07296944 | -99.03658889 | 21.982 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 930 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2049 BRKEY
1665 NBI No.
1665 On Under
1 Structure No.
3814 0137 X Control No.
014 Lane Ind.
Milepoint
01370 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
05 County
075 Location
1.4 MI E U.S. 183 Sufficiency
82.7 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
930 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
32.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41.006 HS Inv. Rating Method
1 HS Inv. Method
24.582 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1488 Future ADT Year
2042 Bypass Detour
24.999936 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
01665 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 3ft. X 28ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3814 0137 X H Index
94.06 Latitude
35:04:22.69 Longitude
-99:02:11.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01665 Vault Link
http://plansrv1/bridgemaintvault/b01665 GIS FO/SD
Meets Standards H Inv. Method
15.212 Latitude DD
35.07296944 Longitude DD
-99.03658889 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2049 x
-11024702.6451376 y
4173801.82623587 |
|||||||||||||||||||||||||||||||||||||
| 01664 | 4946 0115 X | 1664 | — | U.S. 412 ALT. | CREEK | 4946 0050 X | 4-5ft. X 2ft. X 30ft. R.C. BOX | 1926 | 36.184725 | -95.245625 | 24.934 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2048 BRKEY
1664 NBI No.
1664 On Under
1 Structure No.
4946 0115 X Control No.
046 Lane Ind.
Milepoint
01150 Facility Carried
U.S. 412 ALT. Feature Intersected
CREEK Division
08 County
097 Location
1.15 MI E OF TURNPIKE Sufficiency
91.9 Kind Hwy
2 Level Service
2 Route No.
0412A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 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
1926 ADT Total
2600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.934 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4160 Future ADT Year
2042 Bypass Detour
26.09759 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
01664 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-5ft. X 2ft. X 30ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4946 0050 X H Index
58.909 Latitude
36:11:05.01 Longitude
-95:14:44.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 ALT. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
-1 NBI Text
01664 Vault Link
http://plansrv1/bridgemaintvault/b01664 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.184725 Longitude DD
-95.245625 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2048 x
-10602694.4752871 y
4326069.10752601 |
|||||||||||||||||||||||||||||||||||||
| 01663 | 1808R0009 X | 1663 | — | S.H. 66 | CREEK | 1808 0009 X | 2-10ft. X 7ft. X 39ft. R.C. BOX | 1926 | 36.56896667 | -95.32687222 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
2047 BRKEY
1663 NBI No.
1663 On Under
1 Structure No.
1808R0009 X Control No.
008 Lane Ind.
Milepoint
00090 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
035 Location
0.1 MI NE ROGERS C/L Sufficiency
90.6 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
2200 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 Future ADT Year
2032 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01663 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 7ft. X 39ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1808 0009 X H Index
57.1521 Latitude
36:34:08.28 Longitude
-95:19:36.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01663 Vault Link
http://plansrv1/bridgemaintvault/b01663 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.56896667 Longitude DD
-95.32687222 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2047 x
-10611738.8744459 y
4379195.39274894 |
|||||||||||||||||||||||||||||||||||||
| 01759 | 0504 0267SXF | 1759 | — | I-40 FRONTAGE RD. | TIMBER CREEK O'FLOW | 0504 0267SXF | 5-34ft. I-BEAM SPANS | 1926 | 35.34409722 | -99.58144722 | 171.916 | 21.001 | — | 5 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.2 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2029 BRKEY
1759 NBI No.
1759 On Under
1 Structure No.
0504 0267SXF Control No.
004 Lane Ind.
S Milepoint
02670 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
TIMBER CREEK O'FLOW Division
05 County
009 Location
2.7 MI E I-40 BUS. Sufficiency
77.2 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
171.916 Deck Width
21.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01759 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-34ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
0504 0267SXF H Index
91.5648 Latitude
35:20:38.75 Longitude
-99:34:53.21 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
4 Local Bridge ID
W NBI Text
01759 Vault Link
http://plansrv1/bridgemaintvault/b01759 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.34409722 Longitude DD
-99.58144722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2029 x
-11085355.9969876 y
4210741.46118505 |
|||||||||||||||||||||||||||||||||||||
| 01758 | 4204R1287 X | 1758 | — | U.S. 77 | BEAVER CREEK | 4204 1287 X | 96ft. HI. TRUSS & 2-30 | 1926 | 36.05085833 | -97.40684444 | 164.042 | 18.999 | — | 1 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 720 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
2010 BRKEY
1758 NBI No.
1758 On Under
1 Structure No.
4204R1287 X Control No.
004 Lane Ind.
Milepoint
12870 Facility Carried
U.S. 77 Feature Intersected
BEAVER CREEK Division
04 County
083 Location
13 MI N JCT SH 33 Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
720 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
164.042 Deck Width
18.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
1 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
14.991 HS Inv. Rating Method
1 HS Inv. Method
8.818 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2026 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
14'9 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01758 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
96ft. HI. TRUSS & 2-30 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4204 1287 X H Index
34.7328 Latitude
36:03:03.09 Longitude
-97:24:24.64 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01758 Vault Link
http://plansrv1/bridgemaintvault/b01758 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.05085833 Longitude DD
-97.40684444 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2010 x
-10843280.3228404 y
4307621.65826731 |
|||||||||||||||||||||||||||||||||||||
| 01757 | 5210R1169 X | 1757 | — | U.S. 77 | RED ROCK CREEK | 5210 1169 X | 96ft. HIGH TRUSS | 1931 | 36.45816389 | -97.28275556 | 164.042 | 18.999 | — | 1 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 6.3 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 610 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
2009 BRKEY
1757 NBI No.
1757 On Under
1 Structure No.
5210R1169 X Control No.
010 Lane Ind.
Milepoint
11690 Facility Carried
U.S. 77 Feature Intersected
RED ROCK CREEK Division
04 County
103 Location
11.7 MI N JCT US64 Sufficiency
6.3 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1931 ADT Total
610 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
164.042 Deck Width
18.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
40.014 HS Inv. Rating Method
2 HS Inv. Method
13.889 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
976 Future ADT Year
2027 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
213645 Posted Speed Limit
-1 Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
1407 Max Measured Clearance
-1 Min Measured Clearance
1409 NBI Rating
01757 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
96ft. HIGH TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5210 1169 X H Index
40.1999 Latitude
36:27:29.39 Longitude
-97:16:57.92 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01757 Vault Link
http://plansrv1/bridgemaintvault/b01757 GIS FO/SD
SD H Inv. Method
13.889 Latitude DD
36.45816389 Longitude DD
-97.28275556 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2009 x
-10829466.8119057 y
4363848.5377085 |
|||||||||||||||||||||||||||||||||||||
| 01754 | 5304R0864 X | 1754 | — | U.S. 60 | SALT CREEK | 5304 0864 X | 3-40ft. I-BM. SPANS | 1926 | 36.7 | -95.47333333 | 128.937 | 25.801 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 4 | Serious (3) | Critical (2) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1500 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
2006 BRKEY
1754 NBI No.
1754 On Under
1 Structure No.
5304R0864 X Control No.
004 Lane Ind.
Milepoint
08640 Facility Carried
U.S. 60 Feature Intersected
SALT CREEK Division
08 County
105 Location
8.7 MI E JCT US 169 Sufficiency
4 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 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
1926 ADT Total
1500 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
128.937 Deck Width
25.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
2 Super Rating
3 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
36.046 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2025 Bypass Detour
27.961703 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
-1 Min Measured Clearance
-1 NBI Rating
01754 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5304 0864 X H Index
43.1354 Latitude
36:42:00 Longitude
-95:28:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01754 Vault Link
http://plansrv1/bridgemaintvault/b01754 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.7 Longitude DD
-95.47333333 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2006 x
-10628042.8506321 y
4397372.74446225 |
|||||||||||||||||||||||||||||||||||||
| 01558 | 5610R1041 X | 1558 | — | U.S. 75A | DUCK CREEK | 5610 1041 X | 40ft. RC BEAM | 1925 | 35.83745833 | -96.06878333 | 42.999 | 22.999 | — | 1 | 0 | 2 | 22.5 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.6 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
1996 BRKEY
1558 NBI No.
1558 On Under
1 Structure No.
5610R1041 X Control No.
010 Lane Ind.
Milepoint
10410 Facility Carried
U.S. 75A Feature Intersected
DUCK CREEK Division
01 County
111 Location
10.41 W & N JCT US-75 Sufficiency
48.6 Kind Hwy
2 Level Service
2 Route No.
0075A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1925 ADT Total
1800 ADT Year
2016 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
02 Length
42.999 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
37.699 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2036 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01558 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5610 1041 X H Index
86.3861 Latitude
35:50:14.85 Longitude
-96:04:07.62 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
10-1041 NBI Text
01558 Vault Link
http://plansrv1/bridgemaintvault/b01558 GIS FO/SD
Meets Standards H Inv. Method
15.873 Latitude DD
35.83745833 Longitude DD
-96.06878333 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1996 x
-10694328.0414249 y
4278278.87633711 |
|||||||||||||||||||||||||||||||||||||
| 01557 | 4946R0457 X | 1557 | — | U.S. 412 ALT. | CREEK | 4946R0457 X | 5-8ft. X 3ft. X 20ft. R.C. BOX | 1925 | 36.165 | -95.38333333 | 48.885 | 22.001 | — | 5 | 0 | 2 | 20 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 58.4 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3150 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
1995 BRKEY
1557 NBI No.
1557 On Under
1 Structure No.
4946R0457 X Control No.
046 Lane Ind.
Milepoint
04570 Facility Carried
U.S. 412 ALT. Feature Intersected
CREEK Division
08 County
097 Location
4.5 MI E OF TURNPIKE Sufficiency
58.4 Kind Hwy
2 Level Service
2 Route No.
0412A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1925 ADT Total
3150 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
00 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
48.885 Deck Width
22.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6500 Future ADT Year
2018 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01557 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-8ft. X 3ft. X 20ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4946R0457 X H Index
62.92 Latitude
36:09:54 Longitude
-95:23:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 ALT. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
-1 NBI Text
01557 Vault Link
http://plansrv1/bridgemaintvault/b01557 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.165 Longitude DD
-95.38333333 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1995 x
-10618024.0964607 y
4323348.93366935 |
|||||||||||||||||||||||||||||||||||||
| 01556 | 1808R0356 X | 1556 | — | S.H. 66 | WHITE OAK CREEK | 1808 0356 X | 40ft. I-BM. SPAN | 1925 | 36.605 | -95.28666667 | 43.963 | 32.999 | — | 1 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.2 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
1994 BRKEY
1556 NBI No.
1556 On Under
1 Structure No.
1808R0356 X Control No.
008 Lane Ind.
Milepoint
03560 Facility Carried
S.H. 66 Feature Intersected
WHITE OAK CREEK Division
08 County
035 Location
3.5 MI NE ROGERS C/L Sufficiency
38.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1925 ADT Total
2700 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
43.963 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
32.959 HS Inv. Rating Method
2 HS Inv. Method
22.818 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4320 Future ADT Year
2026 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01556 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1808 0356 X H Index
55.4576 Latitude
36:36:18 Longitude
-95:17:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01556 Vault Link
http://plansrv1/bridgemaintvault/b01556 GIS FO/SD
SD H Inv. Method
15.873 Latitude DD
36.605 Longitude DD
-95.28666667 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1994 x
-10607263.2130928 y
4384190.96851816 |
|||||||||||||||||||||||||||||||||||||
| 01555 | 2706R0110 X | 1555 | — | U.S. 64 | CREEK | 2706 0110 X | 40ft. I-BM. SPAN W/ PARAPET RETRO-FIT RAILS | 1925 | 36.666075 | -98.08959444 | 43.832 | 22.999 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 10.5 | Poor (4) | Poor (4) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1300 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
1993 BRKEY
1555 NBI No.
1555 On Under
1 Structure No.
2706R0110 X Control No.
006 Lane Ind.
Milepoint
01100 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
053 Location
1.1 MI E ALFALFA C/L Sufficiency
10.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1925 ADT Total
1300 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
43.832 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
4 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
25.794 HS Inv. Rating Method
1 HS Inv. Method
15.543 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2026 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01555 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.2 Rt. Curb SW
0.2 Description
40ft. I-BM. SPAN W/ PARAPET RETRO-FIT RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2706 0110 X H Index
44.0017 Latitude
36:39:57.87 Longitude
-98:05:22.54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27060110 NBI Text
01555 Vault Link
http://plansrv1/bridgemaintvault/b01555 GIS FO/SD
SD H Inv. Method
11.244 Latitude DD
36.666075 Longitude DD
-98.08959444 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1993 x
-10919283.7051795 y
4392663.59564391 |
|||||||||||||||||||||||||||||||||||||
| 01842 | 5202 0147 X | 1842 | — | BNSF R.R. | S.H. 164 UNDER | 5202 0147 X | 25ft. CONC SLAB SPAN | 1927 | 36.27498889 | -97.43531667 | 29.856 | 53.999 | — | 1 | 0 | 2 | 23.799 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 07 - Major Collector (Rural) | H | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1992 BRKEY
1842 NBI No.
1842 On Under
2 Structure No.
5202 0147 X Control No.
002 Lane Ind.
Milepoint
01470 Facility Carried
BNSF R.R. Feature Intersected
S.H. 164 UNDER Division
04 County
103 Location
1.5 MI E GARFIELD CO Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00164 Service Type On
2 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
23.799 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
620 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
1 Road Width
23.799 Ref. Underclearance Rt.
H Underclearance Right
1.398 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.799 Span Type Main
M Material
1 - Concrete Design
01 Length
29.856 Deck Width
53.999 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
! Waterway Adequacy
N 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
992 Future ADT Year
2042 Bypass Detour
34.28 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1307 Max Measured Clearance
1310 Min Measured Clearance
1310 NBI Rating
01842 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
25ft. CONC SLAB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5202 0147 X H Index
-1 Latitude
36:16:29.96 Longitude
-97:26:07.14 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 164 UNDER Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01842 Vault Link
http://plansrv1/bridgemaintvault/b01842 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.27498889 Longitude DD
-97.43531667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1992 x
-10846449.8369858 y
4338525.68977647 |
|||||||||||||||||||||||||||||||||||||
| 01751 | 4108 0095 X | 1751 | — | S.H. 66 | SLWC R.R. UNDER | 4108 0095 X | 3-36ft. I-BM SPANW/2-3 | 1926 | 35.70688889 | -96.87960278 | 110.892 | 34.121 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39 | Poor (4) | Satisfactory (6) | Good (7) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 7800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1985 BRKEY
1751 NBI No.
1751 On Under
1 Structure No.
4108 0095 X Control No.
008 Lane Ind.
Milepoint
00950 Facility Carried
S.H. 66 Feature Intersected
SLWC R.R. UNDER Division
03 County
081 Location
SH 66; 0.9 MI E JCT SH 18 Sufficiency
39 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
5 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
7800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
R Underclearance Right
16.499 Underclearance Left
17.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
34.121 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87 HS Inv. Rating Method
1 HS Inv. Method
52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2042 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01751 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.953 Rt. Curb SW
2.953 Description
3-36ft. I-BM SPANW/2-3 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4108 0095 X H Index
75.8534 Latitude
35:42:24.8 Longitude
-96:52:46.57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01751 Vault Link
http://plansrv1/bridgemaintvault/b01751 GIS FO/SD
FOSD H Inv. Method
35 Latitude DD
35.70688889 Longitude DD
-96.87960278 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1985 x
-10784588.0497242 y
4260364.32759042 |
|||||||||||||||||||||||||||||||||||||
| 01750 | 5002 0507 X | 1750 | — | U.S. 77 | HONEY CREEK | 5002 0507 X | 3-30ft. I-BM. SPANS | 1926 | 34.43750278 | -97.13761111 | 100 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.6 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1984 BRKEY
1750 NBI No.
1750 On Under
1 Structure No.
5002 0507 X Control No.
002 Lane Ind.
Milepoint
05070 Facility Carried
U.S. 77 Feature Intersected
HONEY CREEK Division
07 County
099 Location
4.5 MI S JCT SH7 Sufficiency
76.6 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24 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
1926 ADT Total
1200 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
100 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
01750 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5002 0507 X H Index
88.7061 Latitude
34:26:15.01 Longitude
-97:08:15.4 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02-50 NBI Text
01750 Vault Link
http://plansrv1/bridgemaintvault/b01750 GIS FO/SD
FO H Inv. Method
14 Latitude DD
34.43750278 Longitude DD
-97.13761111 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1984 x
-10813309.4056402 y
4087700.34054515 |
|||||||||||||||||||||||||||||||||||||
| 01749 | 0732R0330 X | 1749 | — | U.S. 69 BUS. | MINERAL BAYOU CREEK | 0732 0330 X | (3) 34ft. I-BEAM | 1926 | 33.98348611 | -96.38814167 | 103.018 | 28.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 18.1 | Poor (4) | Good (7) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8600 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
1983 BRKEY
1749 NBI No.
1749 On Under
1 Structure No.
0732R0330 X Control No.
032 Lane Ind.
Milepoint
03300 Facility Carried
U.S. 69 BUS. Feature Intersected
MINERAL BAYOU CREEK Division
02 County
013 Location
3.30 N JCT US-69 Sufficiency
18.1 Kind Hwy
2 Level Service
6 Route No.
0069B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1926 ADT Total
8600 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
28.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
4 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
33.951 HS Inv. Rating Method
1 HS Inv. Method
18.629 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2030 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
213445 Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01749 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 34ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0732 0330 X H Index
87.6731 Latitude
33:59:00.55 Longitude
-96:23:17.31 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
US-69 BUSINESS Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
6 - Business Historical Significance
4 Local Bridge ID
097 NBI Text
01749 Vault Link
http://plansrv1/bridgemaintvault/b01749 GIS FO/SD
SD H Inv. Method
12.236 Latitude DD
33.98348611 Longitude DD
-96.38814167 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
1983 x
-10729878.8492143 y
4026584.82966058 |
|||||||||||||||||||||||||||||||||||||
| 01748 | 6783R0270 X | 1748 | — | U.S. 270B | CREEK | 6783 0270 X | 3-34ft. I-BM. SPANS WITH 2-3ft. SIDEWALKS | 1926 | 35.15876667 | -96.50374167 | 103.018 | 33.999 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.6 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3000 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
1982 BRKEY
1748 NBI No.
1748 On Under
1 Structure No.
6783R0270 X Control No.
083 Lane Ind.
Milepoint
02700 Facility Carried
U.S. 270B Feature Intersected
CREEK Division
03 County
133 Location
.6 MI W SH 56 Sufficiency
71.6 Kind Hwy
2 Level Service
1 Route No.
0270B Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
3000 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.792 HS Inv. Rating Method
1 HS Inv. Method
49.053 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2030 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01748 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
3-34ft. I-BM. SPANS WITH 2-3ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6783 0270 X H Index
91.1578 Latitude
35:09:31.56 Longitude
-96:30:13.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270B Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01748 Vault Link
http://plansrv1/bridgemaintvault/b01748 GIS FO/SD
Meets Standards H Inv. Method
32.077 Latitude DD
35.15876667 Longitude DD
-96.50374167 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1982 x
-10742747.38235 y
4185477.88659179 |
|||||||||||||||||||||||||||||||||||||
| 01554 | 5620R0042 X | 1554 | — | S.H. 56 | BRIER CREEK | 5620 0042 X | 40ft. RC BEAM | 1925 | 35.595556 | -96.185067 | 43.501 | 22.799 | — | 1 | 0 | 2 | 20 | 1 - Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.2 | Fair (5) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
1974 BRKEY
1554 NBI No.
1554 On Under
1 Structure No.
5620R0042 X Control No.
020 Lane Ind.
Milepoint
00420 Facility Carried
S.H. 56 Feature Intersected
BRIER CREEK Division
01 County
111 Location
0.42 E OKFUSKEE C/L Sufficiency
60.2 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1925 ADT Total
500 ADT Year
2019 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
04 Length
43.501 Deck Width
22.799 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
57.55 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
800 Future ADT Year
2039 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01554 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.401 Rt. Curb SW
1.401 Description
40ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5620 0042 X H Index
94.9927 Latitude
35:35:44 Longitude
-96:11:06.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
8 Design Structure
4 - Tee Beam FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
20-0042 NBI Text
01554 Vault Link
http://plansrv1/bridgemaintvault/b01554 GIS FO/SD
FO H Inv. Method
15.8 Latitude DD
35.595556 Longitude DD
-96.185067 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1974 x
-10707272.6803569 y
4245112.26095838 |
|||||||||||||||||||||||||||||||||||||
| 01744 | 3616R1541 X | 1744 | — | U.S. 177 | CREEK | 3616 1541 X | 4-22ft. CONC. SLAB SPANS W/ PARAPET RAILS | 1926 | 36.90550278 | -97.31584444 | 90.499 | 23.002 | — | 4 | 0 | 2 | 19.99 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 28.5 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 890 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
1960 BRKEY
1744 NBI No.
1744 On Under
1 Structure No.
3616R1541 X Control No.
016 Lane Ind.
Milepoint
15410 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
071 Location
6.7 MI N JCT SH 11 Sufficiency
28.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
19.99 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
1926 ADT Total
890 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
19.99 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
90.499 Deck Width
23.002 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
2 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
30.754 HS Inv. Rating Method
1 HS Inv. Method
18.188 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1424 Future ADT Year
2027 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
173045 Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01744 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.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-22ft. CONC. SLAB SPANS W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3616 1541 X H Index
75.539 Latitude
36:54:19.81 Longitude
-97:18:57.04 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01744 Vault Link
http://plansrv1/bridgemaintvault/b01744 GIS FO/SD
SD H Inv. Method
10.251 Latitude DD
36.90550278 Longitude DD
-97.31584444 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1960 x
-10833150.2491782 y
4425943.26576413 |
|||||||||||||||||||||||||||||||||||||
| 01743 | 0504 0278SXF | 1743 | — | I-40 FRONTAGE RD. | TIMBER CREEK | 0504 0278SXF | 96ft. HI. TRUSS SPAN | 1926 | 35.34449444 | -99.58040833 | 99.081 | 20 | — | 1 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 54.6 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 100 | 2022 | 2 | Old US-66 over Timber Creek Matched |
|
Raw data
OBJECTID
1959 BRKEY
1743 NBI No.
1743 On Under
1 Structure No.
0504 0278SXF Control No.
004 Lane Ind.
S Milepoint
02780 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
TIMBER CREEK Division
05 County
009 Location
2.8 MI.E. I-40 BUS Sufficiency
54.6 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
10 Length
99.081 Deck Width
20 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
31.416 HS Inv. Rating Method
1 HS Inv. Method
19.511 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
212121 Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1508 Min Measured Clearance
1506 NBI Rating
01743 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
96ft. HI. TRUSS SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
0504 0278SXF H Index
89.4037 Latitude
35:20:40.18 Longitude
-99:34:49.47 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
2 Local Bridge ID
-1 NBI Text
01743 Vault Link
http://plansrv1/bridgemaintvault/b01743 GIS FO/SD
Meets Standards H Inv. Method
12.125 Latitude DD
35.34449444 Longitude DD
-99.58040833 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1959 x
-11085240.3482819 y
4210795.67086718 |
|||||||||||||||||||||||||||||||||||||
| 01742 | 4010R0160 X | 1742 | — | U.S. 270 | COAL CREEK | 4010R0160 X | 3-30ft. I-BM. SPANS | 1926 | 34.94833333 | -95.10833333 | 99.081 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.2 | Good (7) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1958 BRKEY
1742 NBI No.
1742 On Under
1 Structure No.
4010R0160 X Control No.
010 Lane Ind.
Milepoint
01600 Facility Carried
U.S. 270 Feature Intersected
COAL CREEK Division
02 County
079 Location
1.6 MI E LATIMER CO. Sufficiency
69.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 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
1926 ADT Total
1500 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
99.081 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
30.754 HS Inv. Rating Method
2 HS Inv. Method
30.754 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1300 Future ADT Year
2017 Bypass Detour
54.059293 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01742 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4010R0160 X H Index
100 Latitude
34:56:54 Longitude
-95:06:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01742 Vault Link
http://plansrv1/bridgemaintvault/b01742 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.94833333 Longitude DD
-95.10833333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1958 x
-10587411.2364925 y
4156862.06477926 |
|||||||||||||||||||||||||||||||||||||
| 01741 | 3612R0114 X | 1741 | — | U.S. 77 | BIRD'S NEST CREEK | 3612 0114 X | 4-22ft. CONC. SLAB SPANS | 1926 | 36.61046667 | -97.28295278 | 89.895 | 22.999 | — | 4 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.4 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 500 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
1957 BRKEY
1741 NBI No.
1741 On Under
1 Structure No.
3612R0114 X Control No.
012 Lane Ind.
Milepoint
01140 Facility Carried
U.S. 77 Feature Intersected
BIRD'S NEST CREEK Division
04 County
071 Location
1.3 MI N NOBLE C/L Sufficiency
49.4 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
500 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
89.895 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
42.99 HS Inv. Rating Method
2 HS Inv. Method
22.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
800 Future ADT Year
2032 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01741 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-22ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3612 0114 X H Index
70.2711 Latitude
36:36:37.68 Longitude
-97:16:58.63 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01741 Vault Link
http://plansrv1/bridgemaintvault/b01741 GIS FO/SD
SD H Inv. Method
33.951 Latitude DD
36.61046667 Longitude DD
-97.28295278 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1957 x
-10829488.7663357 y
4384949.0585597 |
|||||||||||||||||||||||||||||||||||||
| 01848 | 7508 0754 X | 1848 | — | S.H. 152 | SPRING CREEK | 7508 0754 X | 3-10ft.X5ft.X68ft. RDY. R.C.B. | 1927 | 35.29137778 | -99.23121944 | 33.136 | 99.99 | — | 3 | 0 | 2 | 99.99 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1944 BRKEY
1848 NBI No.
1848 On Under
1 Structure No.
7508 0754 X Control No.
008 Lane Ind.
Milepoint
07540 Facility Carried
S.H. 152 Feature Intersected
SPRING CREEK Division
05 County
149 Location
3.3 MI W JCT S.H. 44 Sufficiency
84.1 Kind Hwy
3 Level Service
1 Route No.
00152 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
1927 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
99.99 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
99.99 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.8 HS Inv. Rating Method
1 HS Inv. Method
25.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01848 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X5ft.X68ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7508 0754 X H Index
94.7806 Latitude
35:17:28.96 Longitude
-99:13:52.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01848 Vault Link
http://plansrv1/bridgemaintvault/b01848 GIS FO/SD
Meets Standards H Inv. Method
15.1 Latitude DD
35.29137778 Longitude DD
-99.23121944 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1944 x
-11046368.8188564 y
4203549.06048539 |
|||||||||||||||||||||||||||||||||||||
| 01847 | 6916R0692 X | 1847 | — | S.H. 53 | DEER CREEK | 6916 0692 X | 34ft. I-BM. SPAN | 1927 | 34.34734444 | -97.85585556 | 38.058 | 22.999 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 41.6 | Poor (4) | Satisfactory (6) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 490 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
1943 BRKEY
1847 NBI No.
1847 On Under
1 Structure No.
6916R0692 X Control No.
016 Lane Ind.
Milepoint
06920 Facility Carried
S.H. 53 Feature Intersected
DEER CREEK Division
07 County
137 Location
7.0 MI E JCT US 81 Sufficiency
41.6 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1927 ADT Total
490 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
38.058 Deck Width
22.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
4 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
33.951 HS Inv. Rating Method
2 HS Inv. Method
25.022 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
784 Future ADT Year
2025 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
233445 Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
01847 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6916 0692 X H Index
87.3387 Latitude
34:20:50.44 Longitude
-97:51:21.08 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
36 NBI Text
01847 Vault Link
http://plansrv1/bridgemaintvault/b01847 GIS FO/SD
SD H Inv. Method
13.007 Latitude DD
34.34734444 Longitude DD
-97.85585556 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1943 x
-10893264.0120793 y
4075537.80292543 |
|||||||||||||||||||||||||||||||||||||
| 01846 | 5202 0287 X | 1846 | — | S.H. 164 | CREEK | 5202 0287 X | 2-10ft. X 5ft. X 33ft. R.C. BOX SK. 45 DEG. L.F. | 1927 | 36.27496111 | -97.41016389 | 29.997 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1942 BRKEY
1846 NBI No.
1846 On Under
1 Structure No.
5202 0287 X Control No.
002 Lane Ind.
Milepoint
02870 Facility Carried
S.H. 164 Feature Intersected
CREEK Division
04 County
103 Location
3 MI E GARFIELD CO. Sufficiency
91.4 Kind Hwy
3 Level Service
1 Route No.
00164 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.999 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
1927 ADT Total
620 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
29.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.03 HS Inv. Rating Method
1 HS Inv. Method
29.41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
992 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01846 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 5ft. X 33ft. R.C. BOX SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5202 0287 X H Index
82.6743 Latitude
36:16:29.86 Longitude
-97:24:36.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 164 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
01846 Vault Link
http://plansrv1/bridgemaintvault/b01846 GIS FO/SD
Meets Standards H Inv. Method
16.34 Latitude DD
36.27496111 Longitude DD
-97.41016389 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1942 x
-10843649.8423241 y
4338521.85387202 |
|||||||||||||||||||||||||||||||||||||
| 01845 | 7508 0277 X | 1845 | — | S.H. 152 | CREEK | 7508 0277 X | 3-10ft.X5ft.X82ft. R.C.B. | 1927 | 35.29131389 | -99.315675 | 33.136 | 82 | — | 3 | 0 | 2 | 80 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1941 BRKEY
1845 NBI No.
1845 On Under
1 Structure No.
7508 0277 X Control No.
008 Lane Ind.
Milepoint
02770 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
05 County
149 Location
2.8 MI E BECKHAM CO Sufficiency
87.1 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
80 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
82 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.8 HS Inv. Rating Method
2 HS Inv. Method
25.7 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01845 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X5ft.X82ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7508 0277 X H Index
97.7648 Latitude
35:17:28.73 Longitude
-99:18:56.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01845 Vault Link
http://plansrv1/bridgemaintvault/b01845 GIS FO/SD
Meets Standards H Inv. Method
15.1 Latitude DD
35.29131389 Longitude DD
-99.315675 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1941 x
-11055770.3687902 y
4203540.34695239 |
|||||||||||||||||||||||||||||||||||||
| 01844 | 5202R0130 X | 1844 | — | S.H. 164 | EAST WARREN CREEK | 5202 0130 X | 30ft. CONCRETE ARCH SPAN W/ PARAPET RAILS | 1927 | 36.27499167 | -97.43847778 | 32.152 | 22.001 | — | 1 | 0 | 2 | 20 | 1 - Concrete | Arch — Deck (11) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.7 | Poor (4) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
1940 BRKEY
1844 NBI No.
1844 On Under
1 Structure No.
5202R0130 X Control No.
002 Lane Ind.
Milepoint
01300 Facility Carried
S.H. 164 Feature Intersected
EAST WARREN CREEK Division
04 County
103 Location
1.3 MI E GARFIELD CO Sufficiency
43.7 Kind Hwy
3 Level Service
1 Route No.
00164 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1927 ADT Total
620 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
11 Length
32.152 Deck Width
22.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
58.533 HS Inv. Rating Method
2 HS Inv. Method
15.873 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
992 Future ADT Year
2032 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01844 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. CONCRETE ARCH SPAN W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5202 0130 X H Index
67.8451 Latitude
36:16:29.97 Longitude
-97:26:18.52 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 164 Scour
8 Design Structure
11 - Arch - Deck FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01844 Vault Link
http://plansrv1/bridgemaintvault/b01844 GIS FO/SD
Meets Standards H Inv. Method
15.85 Latitude DD
36.27499167 Longitude DD
-97.43847778 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1940 x
-10846801.7301413 y
4338526.07364316 |
|||||||||||||||||||||||||||||||||||||
| 01843 | 6923 0040 X | 1843 | — | S.H. 7A | EAST COW CREEK | 6923 0040 X | 3-10ft.X 7 X 41ft. R.C. BOX | 1927 | 34.50124722 | -97.95136667 | 34.101 | 41.001 | — | 3 | 0 | 2 | 41.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 5600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1939 BRKEY
1843 NBI No.
1843 On Under
1 Structure No.
6923 0040 X Control No.
023 Lane Ind.
Milepoint
00400 Facility Carried
S.H. 7A Feature Intersected
EAST COW CREEK Division
07 County
137 Location
0.5 MI E JCT 81 A Sufficiency
95.9 Kind Hwy
3 Level Service
1 Route No.
0007A Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1927 ADT Total
5600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
41.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
41.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.101 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8960 Future ADT Year
2042 Bypass Detour
2.5 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
01843 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 7 X 41ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6923 0040 X H Index
92.5046 Latitude
34:30:04.49 Longitude
-97:57:04.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7A Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
49 NBI Text
01843 Vault Link
http://plansrv1/bridgemaintvault/b01843 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.50124722 Longitude DD
-97.95136667 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
1939 x
-10903896.2602096 y
4096307.51092642 |
|||||||||||||||||||||||||||||||||||||
| 01737 | 2710R1774 X | 1737 | — | U.S. 81 | POLECAT CREEK | 2710 1774 X | 2-34ft. I-BM. SPANS W/ 32ft. CLR.RDY. & SLOPED-FACE PARAPETS | 1926 | 36.8857 | -97.67969167 | 74.669 | 35 | — | 2 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 26.6 | Serious (3) | Poor (4) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 830 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
1935 BRKEY
1737 NBI No.
1737 On Under
1 Structure No.
2710R1774 X Control No.
010 Lane Ind.
Milepoint
17740 Facility Carried
U.S. 81 Feature Intersected
POLECAT CREEK Division
04 County
053 Location
6 MI N JCT SH 11 Sufficiency
26.6 Kind Hwy
2 Level Service
1 Route No.
00081 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
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
830 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
74.669 Deck Width
35 Bridge Open Closed
P TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
3 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
6 Underclearance
N Bridge Posting
2 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
27.3 HS Inv. Rating Method
1 HS Inv. Method
16.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2034 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
182746 Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01737 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-34ft. I-BM. SPANS W/ 32ft. CLR.RDY. & SLOPED-FACE PARAPETS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2710 1774 X H Index
67.5383 Latitude
36:53:08.52 Longitude
-97:40:46.89 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27101774 NBI Text
01737 Vault Link
http://plansrv1/bridgemaintvault/b01737 GIS FO/SD
SD H Inv. Method
10.9 Latitude DD
36.8857 Longitude DD
-97.67969167 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1935 x
-10873653.5375484 y
4423186.7937793 |
|||||||||||||||||||||||||||||||||||||
| 01735 | 6916 2181 X | 1735 | — | S.H. 53 | CREEK | 6916 2181 X | 3-20.5ft. CONC. SLAB SPANS | 1926 | 34.31086667 | -97.61709444 | 62.001 | 22.999 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.4 | Fair (5) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1933 BRKEY
1735 NBI No.
1735 On Under
1 Structure No.
6916 2181 X Control No.
016 Lane Ind.
Milepoint
21810 Facility Carried
S.H. 53 Feature Intersected
CREEK Division
07 County
137 Location
1.2 MI W JCT SH 89 Sufficiency
69.4 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
550 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
62.001 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
41.4 HS Inv. Rating Method
2 HS Inv. Method
23.1 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
880 Future ADT Year
2042 Bypass Detour
24.2 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
01735 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-20.5ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6916 2181 X H Index
98.6784 Latitude
34:18:39.12 Longitude
-97:37:01.54 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
43 NBI Text
01735 Vault Link
http://plansrv1/bridgemaintvault/b01735 GIS FO/SD
Meets Standards H Inv. Method
12.8 Latitude DD
34.31086667 Longitude DD
-97.61709444 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1933 x
-10866685.2457797 y
4070620.59744769 |
|||||||||||||||||||||||||||||||||||||
| 01825 | 6404R3508 X | 1825 | — | U.S. 271 | CREEK | 6404 3508 X | 22ft. I-BM. SPAN | 1927 | 34.56425 | -95.32838333 | 23.95 | 33.301 | — | 1 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | 71.3 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1100 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
1915 BRKEY
1825 NBI No.
1825 On Under
1 Structure No.
6404R3508 X Control No.
004 Lane Ind.
Milepoint
35080 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
2.2 MI S CLAYTON Sufficiency
71.3 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1927 ADT Total
1100 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
23.95 Deck Width
33.301 Bridge Open Closed
! TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
4 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.691 HS Inv. Rating Method
1 HS Inv. Method
22.708 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2025 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
01825 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
22ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404 3508 X H Index
97.9835 Latitude
34:33:51.3 Longitude
-95:19:42.18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
024 NBI Text
01825 Vault Link
http://plansrv1/bridgemaintvault/b01825 GIS FO/SD
Meets Standards H Inv. Method
11.905 Latitude DD
34.56425 Longitude DD
-95.32838333 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1915 x
-10611907.0904416 y
4104821.00739134 |
|||||||||||||||||||||||||||||||||||||
| 01734 | 1908R0709 X | 1734 | — | U.S. 75A | CHILDRES CREEK | 1908 0709 X | 3-20ft. CONC SLAB | 1926 | 35.95166667 | -96.06666667 | 67.913 | 22.966 | — | 3 | 0 | 2 | 20.013 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.2 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2600 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
1914 BRKEY
1734 NBI No.
1734 On Under
1 Structure No.
1908R0709 X Control No.
008 Lane Ind.
Milepoint
07090 Facility Carried
U.S. 75A Feature Intersected
CHILDRES CREEK Division
08 County
037 Location
7.2 MI N OKMULGEE C/L Sufficiency
50.2 Kind Hwy
2 Level Service
2 Route No.
0075A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
2600 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20.013 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
67.913 Deck Width
22.966 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
36.046 HS Inv. Rating Method
2 HS Inv. Method
26.786 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4160 Future ADT Year
2025 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01734 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-20ft. CONC SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1908 0709 X H Index
67.8864 Latitude
35:57:06 Longitude
-96:04:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
-1 NBI Text
01734 Vault Link
http://plansrv1/bridgemaintvault/b01734 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.95166667 Longitude DD
-96.06666667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1914 x
-10694092.4159115 y
4293972.81680614 |
|||||||||||||||||||||||||||||||||||||
| 01733 | 6914 0685 X | 1733 | — | S.H. 53 | DRY CREEK | 6914 0685 X | 60ft. I-BM. SPAN | 1926 | 34.36211667 | -98.01914722 | 62.999 | 32.999 | — | 1 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1913 BRKEY
1733 NBI No.
1733 On Under
1 Structure No.
6914 0685 X Control No.
014 Lane Ind.
Milepoint
06850 Facility Carried
S.H. 53 Feature Intersected
DRY CREEK Division
07 County
137 Location
3.3 MI W JCT US 81 Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
62.999 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
42.299998 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
01733 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. I-BM. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6914 0685 X H Index
86.0738 Latitude
34:21:43.62 Longitude
-98:01:08.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
29 NBI Text
01733 Vault Link
http://plansrv1/bridgemaintvault/b01733 GIS FO/SD
Meets Standards H Inv. Method
28.6 Latitude DD
34.36211667 Longitude DD
-98.01914722 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1913 x
-10911441.5565213 y
4077529.70888504 |
|||||||||||||||||||||||||||||||||||||
| 01732 | 4204R0537 X | 1732 | — | U.S. 77 | CREEK | 4204 0537 X | 3-20ft. CONC. SLAB SPA | 1926 | 35.95598333 | -97.42286389 | 67.913 | 22.999 | — | 3 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 37.9 | Poor (4) | Good (7) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 650 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
1912 BRKEY
1732 NBI No.
1732 On Under
1 Structure No.
4204R0537 X Control No.
004 Lane Ind.
Milepoint
05370 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
083 Location
5.4 MI N JCT SH 33 Sufficiency
37.9 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
650 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
67.913 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
4 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
41.447 HS Inv. Rating Method
2 HS Inv. Method
23.7 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1040 Future ADT Year
2032 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01732 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-20ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4204 0537 X H Index
75.713 Latitude
35:57:21.54 Longitude
-97:25:22.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01732 Vault Link
http://plansrv1/bridgemaintvault/b01732 GIS FO/SD
SD H Inv. Method
13.228 Latitude DD
35.95598333 Longitude DD
-97.42286389 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1912 x
-10845063.5998572 y
4294566.43517996 |
|||||||||||||||||||||||||||||||||||||
| 01731 | 1908R0074 X | 1731 | — | U.S. 75A | DUCK CREEK | 1908R0074 X | 60ft. PONY TRUSS SPAN | 1926 | 35.865 | -96.06333333 | 62.992 | 18.999 | — | 1 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 44.1 | Poor (4) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2400 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
1911 BRKEY
1731 NBI No.
1731 On Under
1 Structure No.
1908R0074 X Control No.
008 Lane Ind.
Milepoint
00740 Facility Carried
U.S. 75A Feature Intersected
DUCK CREEK Division
08 County
037 Location
0.8 MI N OKMULGEE C/L Sufficiency
44.1 Kind Hwy
2 Level Service
1 Route No.
0075A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1926 ADT Total
2400 ADT Year
2002 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
62.992 Deck Width
18.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
2 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
25.243 HS Inv. Rating Method
2 HS Inv. Method
15.984 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3840 Future ADT Year
2022 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
172539 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01731 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
60ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1908R0074 X H Index
76.2614 Latitude
35:51:54 Longitude
-96:03:48 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 75A Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01731 Vault Link
http://plansrv1/bridgemaintvault/b01731 GIS FO/SD
Meets Standards H Inv. Method
11.244 Latitude DD
35.865 Longitude DD
-96.06333333 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1911 x
-10693721.3502001 y
4282061.44468385 |