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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 02639 | 0818R0712 X | 2639 | — | S.H. 9 | CREEK | 0818R0712 X | 2-10ft.X 6ft.X 30ft. R.C.B | 1930 | 35.11666667 | -98.51 | 22.966 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1470 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
2555 BRKEY
2639 NBI No.
2639 On Under
1 Structure No.
0818R0712 X Control No.
018 Lane Ind.
Milepoint
07120 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
07 County
015 Location
4 MI W JCT SH 146 Sufficiency
87.7 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
1930 ADT Total
1470 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 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
1600 Future ADT Year
2017 Bypass Detour
37.903642 School Bus Rte.
3 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
02639 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 30ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0818R0712 X H Index
100 Latitude
35:07:00 Longitude
-98:30:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
58 NBI Text
02639 Vault Link
http://plansrv1/bridgemaintvault/b02639 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.11666667 Longitude DD
-98.51 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2555 x
-10966083.0380454 y
4179747.00273181 |
|||||||||||||||||||||||||||||||||||||
| 02638 | 3202 0704 X | 2638 | — | U.S. 75 | CREEK | 3202 0704 X | 2-10ft.X9ft.X51ft. RC BOX | 1930 | 34.86610278 | -96.243825 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2554 BRKEY
2638 NBI No.
2638 On Under
1 Structure No.
3202 0704 X Control No.
002 Lane Ind.
Milepoint
07040 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
063 Location
7.4 MI N COAL C/L Sufficiency
98.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1930 ADT Total
1500 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
5 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
95.1 HS Inv. Rating Method
1 HS Inv. Method
57 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 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
02638 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X9ft.X51ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3202 0704 X H Index
86.7412 Latitude
34:51:57.97 Longitude
-96:14:37.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02638 Vault Link
http://plansrv1/bridgemaintvault/b02638 GIS FO/SD
Meets Standards H Inv. Method
36.3 Latitude DD
34.86610278 Longitude DD
-96.243825 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2554 x
-10713813.5909969 y
4145699.90153164 |
|||||||||||||||||||||||||||||||||||||
| 02637 | 1814 0662 X | 2637 | — | S.H. 2 | CREEK | 1814 0662 X | 2-10ft. X 5ft. X 30ft. R.C. BOX | 1930 | 36.73361111 | -95.14351111 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2553 BRKEY
2637 NBI No.
2637 On Under
1 Structure No.
1814 0662 X Control No.
014 Lane Ind.
Milepoint
06620 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
08 County
035 Location
6.8 N JCT US 60 Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00002 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
06 - Minor Arterial (Rural) Year Built
1930 ADT Total
2000 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
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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
34.796787 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
02637 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 5ft. X 30ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1814 0662 X H Index
67 Latitude
36:44:01 Longitude
-95:08:36.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02637 Vault Link
http://plansrv1/bridgemaintvault/b02637 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
36.73361111 Longitude DD
-95.14351111 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2553 x
-10591327.2090494 y
4402040.37205044 |
|||||||||||||||||||||||||||||||||||||
| 02636 | 0818R0655 X | 2636 | — | S.H. 9 | CREEK | 0818R0655 X | 2-10ft.X 6ft.X 32ft. R.C.B | 1930 | 35.11666667 | -98.51833333 | 22.966 | 33.999 | — | 2 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1470 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
2552 BRKEY
2636 NBI No.
2636 On Under
1 Structure No.
0818R0655 X Control No.
018 Lane Ind.
Milepoint
06550 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
07 County
015 Location
4.6 MI W JCT SH 146 Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1930 ADT Total
1470 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
33.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 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
1600 Future ADT Year
2017 Bypass Detour
37.903642 School Bus Rte.
3 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
02636 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 32ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0818R0655 X H Index
100 Latitude
35:07:00 Longitude
-98:31:06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 9 Scour
3 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
57 NBI Text
02636 Vault Link
http://plansrv1/bridgemaintvault/b02636 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.11666667 Longitude DD
-98.51833333 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2552 x
-10967010.7000976 y
4179747.00273181 |
|||||||||||||||||||||||||||||||||||||
| 02635 | 1724 0653 X | 2635 | — | S.H. 53 | CREEK | 1724 0653 X | 2-10ft.X 10ft.X 38ft. R.C. BOX | 1930 | 34.36222222 | -98.19888889 | 22.966 | 40 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.5 | 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) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2551 BRKEY
2635 NBI No.
2635 On Under
1 Structure No.
1724 0653 X Control No.
024 Lane Ind.
Milepoint
06530 Facility Carried
S.H. 53 Feature Intersected
CREEK Division
07 County
033 Location
6.5 MI E JCT SH 5 Sufficiency
78.5 Kind Hwy
3 Level Service
1 Route No.
00053 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
06 - Minor Arterial (Rural) Year Built
1930 ADT Total
1200 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
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
40 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
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.2 HS Inv. Rating Method
1 HS Inv. Method
22.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02635 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 38ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1724 0653 X H Index
67 Latitude
34:21:44 Longitude
-98:11:56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 53 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
65 NBI Text
02635 Vault Link
http://plansrv1/bridgemaintvault/b02635 GIS FO/SD
Meets Standards H Inv. Method
17.9 Latitude DD
34.36222222 Longitude DD
-98.19888889 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2551 x
-10931450.3077 y
4077543.94264224 |
|||||||||||||||||||||||||||||||||||||
| 02634 | 3202 0602 X | 2634 | — | U.S. 75 | CREEK | 3202 0602 X | 2-10ft.X9ft.X36ft. RC BOX | 1930 | 34.852125 | -96.249903 | 22.966 | 22.001 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2532 BRKEY
2634 NBI No.
2634 On Under
1 Structure No.
3202 0602 X Control No.
002 Lane Ind.
Milepoint
06020 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
063 Location
6.3 MI N COAL C/L Sufficiency
80.6 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1930 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
22.001 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.2 HS Inv. Rating Method
1 HS Inv. Method
36.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
3.106856 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
02634 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X9ft.X36ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3202 0602 X H Index
96.7 Latitude
34:51:07.65 Longitude
-96:14:59.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02634 Vault Link
http://plansrv1/bridgemaintvault/b02634 GIS FO/SD
FO H Inv. Method
20.4 Latitude DD
34.852125 Longitude DD
-96.249903 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2532 x
-10714490.190862 y
4143803.63622888 |
|||||||||||||||||||||||||||||||||||||
| 02633 | 7002 0589 X | 2633 | — | U.S. 54 | CREEK | 7002 0589 X | 2-10ft.X 4ft.X 223ft.RCB | 1930 | 36.54904722 | -101.70262222 | 20.997 | 222.999 | — | 2 | 0 | 4 | 99.902 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2531 BRKEY
2633 NBI No.
2633 On Under
1 Structure No.
7002 0589 X Control No.
002 Lane Ind.
Milepoint
05890 Facility Carried
U.S. 54 Feature Intersected
CREEK Division
06 County
139 Location
6.2 MI NE TEXAS S/L Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
6100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
99.902 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
11 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
222.999 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
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02633 ODOT County
70 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 4ft.X 223ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7002 0589 X H Index
99.67 Latitude
36:32:56.57 Longitude
-101:42:09.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02633 Vault Link
http://plansrv1/bridgemaintvault/b02633 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
36.54904722 Longitude DD
-101.70262222 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2531 x
-11321484.1178711 y
4376434.80757588 |
|||||||||||||||||||||||||||||||||||||
| 02632 | 0824 0625 X | 2632 | — | S.H. 152 | CREEK | 0824 0625 X | 2-10ft.X 3ft.X 32ft. R.C.B | 1930 | 35.29067778 | -98.51331944 | 21.982 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2530 BRKEY
2632 NBI No.
2632 On Under
1 Structure No.
0824 0625 X Control No.
024 Lane Ind.
Milepoint
06250 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
07 County
015 Location
3 MI E JCT SH 58 Sufficiency
90.2 Kind Hwy
3 Level Service
1 Route No.
00152 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
1930 ADT Total
1300 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
30 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
45.981468 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
02632 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 3ft.X 32ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0824 0625 X H Index
100 Latitude
35:17:26.44 Longitude
-98:30:47.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
73 NBI Text
02632 Vault Link
http://plansrv1/bridgemaintvault/b02632 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.29067778 Longitude DD
-98.51331944 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2530 x
-10966452.5564159 y
4203453.59250718 |
|||||||||||||||||||||||||||||||||||||
| 02631 | 6718 0537 X | 2631 | — | S.H. 56 | CREEK | 6718 0537 X | 2-10ft.X 7ft.X 110ft. RDY R.C.BOX W/ APRONS | 1930 | 34.95898611 | -96.59994444 | 22.966 | 33.999 | — | 2 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2529 BRKEY
2631 NBI No.
2631 On Under
1 Structure No.
6718 0537 X Control No.
018 Lane Ind.
Milepoint
05370 Facility Carried
S.H. 56 Feature Intersected
CREEK Division
03 County
133 Location
5.4 MI E JCT SH 3 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1930 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
33.999 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
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
32.932673 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
02631 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 110ft. RDY R.C.BOX W/ APRONS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6718 0537 X H Index
82.3001 Latitude
34:57:32.35 Longitude
-96:35:59.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02631 Vault Link
http://plansrv1/bridgemaintvault/b02631 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
34.95898611 Longitude DD
-96.59994444 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2529 x
-10753456.6257193 y
4158308.91612462 |
|||||||||||||||||||||||||||||||||||||
| 02630 | 0914 0518 X | 2630 | — | U.S. 270 | CREEK | 0914 0518 X | 2-10ft. X 9ft. X 30ft. R.C. BOX | 1929 | 35.62385278 | -98.22059444 | 21.001 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2528 BRKEY
2630 NBI No.
2630 On Under
1 Structure No.
0914 0518 X Control No.
014 Lane Ind.
Milepoint
05180 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
04 County
017 Location
5.3 MI. E. BLAINE CO Sufficiency
91.8 Kind Hwy
2 Level Service
1 Route No.
00270 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
1929 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.6 HS Inv. Rating Method
1 HS Inv. Method
34.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02630 ODOT County
09 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 9ft. X 30ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0914 0518 X H Index
85.5465 Latitude
35:37:25.87 Longitude
-98:13:14.14 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
4 Local Bridge ID
NBI Text
02630 Vault Link
http://plansrv1/bridgemaintvault/b02630 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.62385278 Longitude DD
-98.22059444 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2528 x
-10933866.5584734 y
4248986.76878514 |
|||||||||||||||||||||||||||||||||||||
| 02629 | 0604 0444 X | 2629 | — | U.S. 270 | CREEK | 0604 0444 X | 2-10ft.X4ft.X175ft. RDY. R.C.B. | 1930 | 35.77926111 | -98.41042778 | 22.001 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2527 BRKEY
2629 NBI No.
2629 On Under
1 Structure No.
0604 0444 X Control No.
004 Lane Ind.
Milepoint
04440 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
05 County
011 Location
4.6 MI S S.H. 33 WATONGA Sufficiency
69.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
97.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
40.000002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02629 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X4ft.X175ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0604 0444 X H Index
98.68 Latitude
35:46:45.34 Longitude
-98:24:37.54 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
4 Local Bridge ID
-1 NBI Text
02629 Vault Link
http://plansrv1/bridgemaintvault/b02629 GIS FO/SD
Meets Standards H Inv. Method
54.1 Latitude DD
35.77926111 Longitude DD
-98.41042778 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2527 x
-10954998.7092178 y
4270290.39604397 |
|||||||||||||||||||||||||||||||||||||
| 02628 | 0604R0398 X | 2628 | — | U.S. 270 | CREEK | 0604R0398 X | 2-10ft.X 4ft.X 30ft. R.C.BOX | 1930 | 35.78521111 | -98.41436944 | 21.982 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 63.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3450 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
2508 BRKEY
2628 NBI No.
2628 On Under
1 Structure No.
0604R0398 X Control No.
004 Lane Ind.
Milepoint
03980 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
05 County
011 Location
4.1 MI S SH 33 Sufficiency
63.7 Kind Hwy
2 Level Service
1 Route No.
00270 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
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
3450 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3300 Future ADT Year
2017 Bypass Detour
70.214944 School Bus Rte.
3 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
02628 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 30ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0604R0398 X H Index
100 Latitude
35:47:06.76 Longitude
-98:24:51.73 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
102197 NBI Text
02628 Vault Link
http://plansrv1/bridgemaintvault/b02628 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.78521111 Longitude DD
-98.41436944 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2508 x
-10955437.4928019 y
4271106.85821886 |
|||||||||||||||||||||||||||||||||||||
| 02627 | 0914 0393 X | 2627 | — | U.S. 270 | CREEK | 0914 0393 X | 2-10ft. X 5ft. X 33.5ft. R.C. BOX | 1929 | 35.6238 | -98.24295833 | 21.001 | 35.499 | — | 2 | 0 | 2 | 33.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | 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 | 800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2507 BRKEY
2627 NBI No.
2627 On Under
1 Structure No.
0914 0393 X Control No.
014 Lane Ind.
Milepoint
03930 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
04 County
017 Location
4.0 MI. E. BLAINE CO Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.497 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
1929 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
33.501 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
21.001 Deck Width
35.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
110.2 HS Inv. Rating Method
1 HS Inv. Method
66.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02627 ODOT County
09 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 33.5ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0914 0393 X H Index
96.6228 Latitude
35:37:25.68 Longitude
-98:14:34.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
02627 Vault Link
http://plansrv1/bridgemaintvault/b02627 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
35.6238 Longitude DD
-98.24295833 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2507 x
-10936356.0953204 y
4248979.54066132 |
|||||||||||||||||||||||||||||||||||||
| 02626 | 7008 0332 X | 2626 | — | U.S. 64 | TEEPEE CREEK | 7008 0332 X | 3-8ft.X 6ft.X 68.7ft. RCB | 1930 | 36.76215833 | -101.97194722 | 25.919 | 68.701 | — | 3 | 0 | 2 | 66.7 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.9 | 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) | C | 840 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2506 BRKEY
2626 NBI No.
2626 On Under
1 Structure No.
7008 0332 X Control No.
008 Lane Ind.
Milepoint
03320 Facility Carried
U.S. 64 Feature Intersected
TEEPEE CREEK Division
06 County
139 Location
3.4 MI E CIMARRON C/L Sufficiency
93.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
66.7 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
1930 ADT Total
840 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
66.7 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
25.919 Deck Width
68.701 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98.3 HS Inv. Rating Method
1 HS Inv. Method
59 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1344 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02626 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 6ft.X 68.7ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7008 0332 X H Index
83.3666 Latitude
36:45:43.77 Longitude
-101:58:19.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
02626 Vault Link
http://plansrv1/bridgemaintvault/b02626 GIS FO/SD
Meets Standards H Inv. Method
34.5 Latitude DD
36.76215833 Longitude DD
-101.97194722 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2506 x
-11351465.239729 y
4406006.37434469 |
|||||||||||||||||||||||||||||||||||||
| 02625 | 3202 0311 X | 2625 | — | U.S. 75 | CREEK | 3202 0311 X | 2-10ft.X5ft.X36ft. RC BOX | 1930 | 34.809844 | -96.249175 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2505 BRKEY
2625 NBI No.
2625 On Under
1 Structure No.
3202 0311 X Control No.
002 Lane Ind.
Milepoint
03110 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
063 Location
3.2 MI N COAL C/L Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1930 ADT Total
1700 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
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
66.1 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
2720 Future ADT Year
2042 Bypass Detour
8.077825 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
02625 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X5ft.X36ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3202 0311 X H Index
67 Latitude
34:48:35.44 Longitude
-96:14:57.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02625 Vault Link
http://plansrv1/bridgemaintvault/b02625 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
34.809844 Longitude DD
-96.249175 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2505 x
-10714409.1502727 y
4138069.6357222 |
|||||||||||||||||||||||||||||||||||||
| 02624 | 0202R0296 X | 2624 | — | U.S. 64 | CREEK | 0202 0296 X | 2-10X4X38.4ft. RCB | 1930 | 36.79718889 | -98.48693889 | 20.997 | 0 | — | 2 | 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 | 06 - Minor Arterial (Rural) | C | 2300 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
2504 BRKEY
2624 NBI No.
2624 On Under
1 Structure No.
0202R0296 X Control No.
002 Lane Ind.
Milepoint
02960 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
3.0 MI.E.WOODS CL Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.399 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
1930 ADT Total
2300 ADT Year
2014 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
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
3680 Future ADT Year
2034 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02624 ODOT County
02 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
2-10X4X38.4ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0202 0296 X H Index
90.5326 Latitude
36:47:49.88 Longitude
-98:29:12.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02624 Vault Link
http://plansrv1/bridgemaintvault/b02624 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.79718889 Longitude DD
-98.48693889 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2504 x
-10963515.8870231 y
4410875.11054823 |
|||||||||||||||||||||||||||||||||||||
| 02623 | 2808 0290 X | 2623 | — | S.H. 9 | CREEK | 2808 0290 X | 2-10ft. X 10ft. X 36ft. RDY. R.C.B. | 1930 | 34.90059167 | -99.67993889 | 22.966 | 38.002 | — | 2 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 340 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2503 BRKEY
2623 NBI No.
2623 On Under
1 Structure No.
2808 0290 X Control No.
008 Lane Ind.
Milepoint
02900 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
05 County
055 Location
2.9 MI E OF HARMON C/L Sufficiency
92.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 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
1930 ADT Total
340 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 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
22.966 Deck Width
38.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
544 Future ADT Year
2042 Bypass Detour
67.108088 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
02623 ODOT County
28 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 36ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2808 0290 X H Index
92.08 Latitude
34:54:02.13 Longitude
-99:40:47.78 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
-1 NBI Text
02623 Vault Link
http://plansrv1/bridgemaintvault/b02623 GIS FO/SD
Meets Standards H Inv. Method
19.9 Latitude DD
34.90059167 Longitude DD
-99.67993889 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2503 x
-11096320.0395394 y
4150380.14159058 |
|||||||||||||||||||||||||||||||||||||
| 02622 | 6604 0285 X | 2622 | — | S.H. 66 | CREEK | 6604 0285 X | 2-10ft.X6ft.X121ft.RCB SK4 | 1930 | 36.34709444 | -95.591175 | 22.999 | 0 | — | 2 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 56.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 11500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2484 BRKEY
2622 NBI No.
2622 On Under
1 Structure No.
6604 0285 X Control No.
004 Lane Ind.
Milepoint
02850 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
131 Location
2.9 MI N JCT SH 20 Sufficiency
56.8 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
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
11500 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
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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.7 HS Inv. Rating Method
1 HS Inv. Method
26.2 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
18400 Future ADT Year
2042 Bypass Detour
14.291537 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
02622 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.X6ft.X121ft.RCB SK4 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6604 0285 X H Index
90.4043 Latitude
36:20:49.54 Longitude
-95:35:28.23 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
02622 Vault Link
http://plansrv1/bridgemaintvault/b02622 GIS FO/SD
Meets Standards H Inv. Method
14.5 Latitude DD
36.34709444 Longitude DD
-95.591175 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2484 x
-10641160.9253307 y
4348486.73839818 |
|||||||||||||||||||||||||||||||||||||
| 02621 | 0824 0130 XC | 2621 | — | S.H. 152 SD | CREEK | 0824 0130 XC | 2-10ft.X 3ft.X 20ft. R.C.B | 1930 | 35.29066667 | -98.60031389 | 21.982 | 22.001 | — | 2 | 0 | 2 | 20 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | 24 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2483 BRKEY
2621 NBI No.
2621 On Under
1 Structure No.
0824 0130 XC Control No.
024 Lane Ind.
Milepoint
01300 Facility Carried
S.H. 152 SD Feature Intersected
CREEK Division
07 County
015 Location
50' SOUTH OF SH 152 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00152 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
09 - Local (Rural) Year Built
1930 ADT Total
24 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
22.001 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
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 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
38 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02621 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
8 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 3ft.X 20ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
0824 0130 XC H Index
95.7691 Latitude
35:17:26.4 Longitude
-98:36:01.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 SD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
68 NBI Text
02621 Vault Link
http://plansrv1/bridgemaintvault/b02621 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.29066667 Longitude DD
-98.60031389 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
2483 x
-10976136.7342917 y
4203452.07730064 |
|||||||||||||||||||||||||||||||||||||
| 02620 | 0202R0125 X | 2620 | — | U.S. 64 | CREEK | 0202 0125 X | 2-10X7X51ft. RCB | 1930 | 36.797225 | -98.51786389 | 22.966 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Closed (K) | 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 | 06 - Minor Arterial (Rural) | C | 2300 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
2482 BRKEY
2620 NBI No.
2620 On Under
1 Structure No.
0202R0125 X Control No.
002 Lane Ind.
Milepoint
01250 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
1.2 MI.E.WOODS CL Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1930 ADT Total
2300 ADT Year
2014 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
03 Appr. Roadway Width
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
K 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
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3680 Future ADT Year
2034 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02620 ODOT County
02 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
2-10X7X51ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0202 0125 X H Index
94.4708 Latitude
36:47:50.01 Longitude
-98:31:04.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02620 Vault Link
http://plansrv1/bridgemaintvault/b02620 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.797225 Longitude DD
-98.51786389 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2482 x
-10966958.4422758 y
4410880.13045924 |
|||||||||||||||||||||||||||||||||||||
| 02619 | 2006 0034 X | 2619 | — | U.S. 183 | CREEK | 2006 0034 X | 2-10ft.X8ft.X194ft. RDY. R.C.B. | 1930 | 35.47009722 | -98.97556111 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2481 BRKEY
2619 NBI No.
2619 On Under
1 Structure No.
2006 0034 X Control No.
006 Lane Ind.
Milepoint
00340 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
039 Location
0.3 MI N WASHITA C/L Sufficiency
69.8 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
5800 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
14 Appr. Roadway Width
84.003 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
45.981468 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
02619 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X194ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2006 0034 X H Index
67 Latitude
35:28:12.35 Longitude
-98:58:32.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02619 Vault Link
http://plansrv1/bridgemaintvault/b02619 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
35.47009722 Longitude DD
-98.97556111 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2481 x
-11017909.0637437 y
4227950.41484906 |
|||||||||||||||||||||||||||||||||||||
| 02618 | 2006 0018 X | 2618 | — | U.S. 183 | CREEK | 2006 0018 X | 2-10ft.X10ft.X218ft. RDY. R.C.B. | 1930 | 35.46783611 | -98.97550556 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2480 BRKEY
2618 NBI No.
2618 On Under
1 Structure No.
2006 0018 X Control No.
006 Lane Ind.
Milepoint
00180 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
039 Location
0.2 MI N WASHITA C/L Sufficiency
84.8 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
5800 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
17 Appr. Roadway Width
84.003 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
45.981468 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
02618 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X218ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2006 0018 X H Index
67 Latitude
35:28:04.21 Longitude
-98:58:31.82 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02618 Vault Link
http://plansrv1/bridgemaintvault/b02618 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
35.46783611 Longitude DD
-98.97550556 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2480 x
-11017902.879946 y
4227641.3574269 |
|||||||||||||||||||||||||||||||||||||
| 02964 | 0914 0602 X | 2964 | — | U.S. 270 | CREEK | 0914 0602 X | (3)-10ft. X 7ft. X 22ft. R.C.BOX SK.45 DEG. W/ FLEX-BEAM RAILS | 1929 | 35.62378889 | -98.20571667 | 45.2 | 23.999 | — | 3 | 45 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.4 | 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 | 800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2364 BRKEY
2964 NBI No.
2964 On Under
1 Structure No.
0914 0602 X Control No.
014 Lane Ind.
Milepoint
06020 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
04 County
017 Location
6.2 MI E BLAINE C/L Sufficiency
70.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1929 ADT Total
800 ADT Year
2022 Design Load
H 20 Skew
45 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
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45.2 Deck Width
23.999 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 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
1280 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02964 ODOT County
09 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)-10ft. X 7ft. X 22ft. R.C.BOX SK.45 DEG. W/ FLEX-BEAM RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0914 0602 X H Index
76.2048 Latitude
35:37:25.64 Longitude
-98:12:20.58 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
4 Local Bridge ID
NBI Text
02964 Vault Link
http://plansrv1/bridgemaintvault/b02964 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.62378889 Longitude DD
-98.20571667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2364 x
-10932210.3726929 y
4248978.01916788 |
|||||||||||||||||||||||||||||||||||||
| 02963 | 0202 0262 X | 2963 | — | U.S. 64 | CREEK | 0202 0262 X | 4-10X4/10X6X89.8ft. RCB | 1930 | 36.797208 | -98.493231 | 42.979 | 89.8 | — | 4 | 0 | 2 | 87.7 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2363 BRKEY
2963 NBI No.
2963 On Under
1 Structure No.
0202 0262 X Control No.
002 Lane Ind.
Milepoint
02620 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
2.7 MI.E.WOODS CL Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.7 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
1930 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
87.7 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
42.979 Deck Width
89.8 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92.7 HS Inv. Rating Method
1 HS Inv. Method
55.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02963 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10X4/10X6X89.8ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0202 0262 X H Index
96.1332 Latitude
36:47:49.95 Longitude
-98:29:35.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02963 Vault Link
http://plansrv1/bridgemaintvault/b02963 GIS FO/SD
Meets Standards H Inv. Method
31.4 Latitude DD
36.797208 Longitude DD
-98.493231 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2363 x
-10964216.3215043 y
4410877.76716659 |
|||||||||||||||||||||||||||||||||||||
| 02962 | 7506 0038 X | 2962 | — | U.S. 183 | CREEK | 7506 0038 X | (12ft.-14ft.-12ft.)X12ft.X74ft. RDY. R.C.B. | 1930 | 35.2968 | -98.98751667 | 41.995 | 74.003 | — | 3 | 0 | 2 | 50 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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 | 4400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2362 BRKEY
2962 NBI No.
2962 On Under
1 Structure No.
7506 0038 X Control No.
006 Lane Ind.
Milepoint
00380 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
149 Location
0.4 MI N JCT S.H. 152 Sufficiency
96 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
50 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
1930 ADT Total
4400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
74.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
91.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02962 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
11.001 Rt. Curb SW
11.001 Description
(12ft.-14ft.-12ft.)X12ft.X74ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7506 0038 X H Index
96.1414 Latitude
35:17:48.48 Longitude
-98:59:15.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02962 Vault Link
http://plansrv1/bridgemaintvault/b02962 GIS FO/SD
Meets Standards H Inv. Method
77.7 Latitude DD
35.2968 Longitude DD
-98.98751667 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2362 x
-11019239.9505951 y
4204288.58613935 |
|||||||||||||||||||||||||||||||||||||
| 02871 | 7002 1245 X | 2871 | — | U.S. 54 | CREEK | 7002 1245 X | 3-10ft.X 6ft.X 174.3RCB | 1930 | 36.60478611 | -101.60703333 | 32.152 | 173.999 | — | 3 | 0 | 4 | 99.902 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | 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) | C | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2355 BRKEY
2871 NBI No.
2871 On Under
1 Structure No.
7002 1245 X Control No.
002 Lane Ind.
Milepoint
12450 Facility Carried
U.S. 54 Feature Intersected
CREEK Division
06 County
139 Location
12.8 MI NE TEXAS S/L Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
6900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
99.902 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
173.999 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
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98.3 HS Inv. Rating Method
1 HS Inv. Method
59 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11040 Future ADT Year
2042 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02871 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 174.3RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7002 1245 X H Index
95.8531 Latitude
36:36:17.23 Longitude
-101:36:25.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02871 Vault Link
http://plansrv1/bridgemaintvault/b02871 GIS FO/SD
Meets Standards H Inv. Method
37.2 Latitude DD
36.60478611 Longitude DD
-101.60703333 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2355 x
-11310843.2113108 y
4384161.30843112 |
|||||||||||||||||||||||||||||||||||||
| 02870 | 0304 1098 X | 2870 | — | U.S. 69 | CREEK | 0304 1098 X | (3) 10ft. X 6ft. X 177ft. LONG RCB | 1930 | 34.50742222 | -96.043575 | 33.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65 | 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 | 15000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2354 BRKEY
2870 NBI No.
2870 On Under
1 Structure No.
0304 1098 X Control No.
004 Lane Ind.
Milepoint
10980 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
02 County
005 Location
10.98 N JCT SH-7 Sufficiency
65 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 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
1930 ADT Total
15000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
46.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24000 Future ADT Year
2042 Bypass Detour
78.29277 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02870 ODOT County
03 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
18.501 Rt. Curb SW
1.001 Description
(3) 10ft. X 6ft. X 177ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 1098 X H Index
98.4858 Latitude
34:30:26.72 Longitude
-96:02:36.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
21 NBI Text
02870 Vault Link
http://plansrv1/bridgemaintvault/b02870 GIS FO/SD
Meets Standards H Inv. Method
25.6 Latitude DD
34.50742222 Longitude DD
-96.043575 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2354 x
-10691521.8629656 y
4097141.64726596 |
|||||||||||||||||||||||||||||||||||||
| 02869 | 4302R1042 X | 2869 | — | U.S. 77 | CLOUDS BRANCH CREEK | 4302 1042 X | 26ft. I-BEAM SPAN | 1930 | 33.88351667 | -97.12608333 | 29.856 | 22.999 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.6 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2300 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
2353 BRKEY
2869 NBI No.
2869 On Under
1 Structure No.
4302R1042 X Control No.
002 Lane Ind.
Milepoint
10420 Facility Carried
U.S. 77 Feature Intersected
CLOUDS BRANCH CREEK Division
07 County
085 Location
3.5 MI S JCT W SH32 Sufficiency
62.6 Kind Hwy
2 Level Service
1 Route No.
00077 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
1930 ADT Total
2300 ADT Year
2015 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
30 Span Type Main
M Material
3 - Steel Design
02 Length
29.856 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
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 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
46.077 HS Inv. Rating Method
1 HS Inv. Method
27.668 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2035 Bypass Detour
3.106856 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
02869 ODOT County
43 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
26ft. I-BEAM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4302 1042 X H Index
79.5287 Latitude
33:53:00.66 Longitude
-97:07:33.9 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
001 NBI Text
02869 Vault Link
http://plansrv1/bridgemaintvault/b02869 GIS FO/SD
Meets Standards H Inv. Method
15.432 Latitude DD
33.88351667 Longitude DD
-97.12608333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2353 x
-10812026.1390407 y
4013171.86437133 |
|||||||||||||||||||||||||||||||||||||
| 02868 | 0604R0998EX | 2868 | — | U.S. 270/U.S. 281 | CREEK | 0604 0998 X | 3-10ft.X 7ft.X 22ft. RDY. R.C.BOX | 1930 | 35.71374722 | -98.36694167 | 33.999 | 23.999 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1800 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
2334 BRKEY
2868 NBI No.
2868 On Under
1 Structure No.
0604R0998EX Control No.
004 Lane Ind.
E Milepoint
09980 Facility Carried
U.S. 270/U.S. 281 Feature Intersected
CREEK Division
05 County
011 Location
6.8 NW US281 IN GEARY Sufficiency
64.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
1800 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2024 Bypass Detour
70.214944 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
02868 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 7ft.X 22ft. RDY. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0604 0998 X H Index
67 Latitude
35:42:49.49 Longitude
-98:22:00.99 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270/U.S. 281 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02868 Vault Link
http://plansrv1/bridgemaintvault/b02868 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.71374722 Longitude DD
-98.36694167 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2334 x
-10950157.857596 y
4261304.58139345 |
|||||||||||||||||||||||||||||||||||||
| 02867 | 0824 0903 X | 2867 | — | S.H. 152 | CHERRY DALE CREEK | 0824 0903 X | 3-10ft.X 9ft.X 59ft. R.C.B | 1930 | 35.29064444 | -98.46364722 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2333 BRKEY
2867 NBI No.
2867 On Under
1 Structure No.
0824 0903 X Control No.
024 Lane Ind.
Milepoint
09030 Facility Carried
S.H. 152 Feature Intersected
CHERRY DALE CREEK Division
07 County
015 Location
6 MI E JCT SH 58 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00152 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
1930 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2080 Future ADT Year
2042 Bypass Detour
45.981468 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
02867 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 59ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0824 0903 X H Index
97.2033 Latitude
35:17:26.32 Longitude
-98:27:49.13 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
74 NBI Text
02867 Vault Link
http://plansrv1/bridgemaintvault/b02867 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.29064444 Longitude DD
-98.46364722 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2333 x
-10960923.0701789 y
4203449.04552436 |
|||||||||||||||||||||||||||||||||||||
| 02866 | 0802R0820 X | 2866 | — | U.S. 62 | CREEK | 0802 0820 X | 3-10ft.X 6ft.X 22ft. R.C.B | 1930 | 34.95373333 | -98.356725 | 33.1 | 23.999 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
2332 BRKEY
2866 NBI No.
2866 On Under
1 Structure No.
0802R0820 X Control No.
002 Lane Ind.
Milepoint
08200 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
015 Location
3.8 MI N JCT SH 19 (E) Sufficiency
67.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1930 ADT Total
2000 ADT Year
2011 Design Load
H 20 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
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.1 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.006 HS Inv. Rating Method
1 HS Inv. Method
31.636 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2031 Bypass Detour
31.1 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
02866 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 22ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0802 0820 X H Index
83.2322 Latitude
34:57:13.44 Longitude
-98:21:24.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
US - 62 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
5 NBI Text
02866 Vault Link
http://plansrv1/bridgemaintvault/b02866 GIS FO/SD
Meets Standards H Inv. Method
17.637 Latitude DD
34.95373333 Longitude DD
-98.356725 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2332 x
-10949020.543094 y
4157595.46459818 |
|||||||||||||||||||||||||||||||||||||
| 02865 | 0512R0799 X | 2865 | — | U.S. 283 | TIMBER CREEK | 0512 0799 X | 36ft. REINF. CONC. GIRDER SPAN | 1930 | 35.41802222 | -99.65579722 | 37.073 | 25 | — | 1 | 0 | 2 | 25 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.1 | 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) | C | 1800 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
2331 BRKEY
2865 NBI No.
2865 On Under
1 Structure No.
0512R0799 X Control No.
012 Lane Ind.
Milepoint
07990 Facility Carried
U.S. 283 Feature Intersected
TIMBER CREEK Division
05 County
009 Location
0.2 MI S ROGER MILLS C/L Sufficiency
49.1 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25 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
1930 ADT Total
1800 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
25 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
02 Length
37.073 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
7 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
42.99 HS Inv. Rating Method
1 HS Inv. Method
24.03 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2030 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02865 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
36ft. REINF. CONC. GIRDER SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0512 0799 X H Index
78.9323 Latitude
35:25:04.88 Longitude
-99:39:20.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02865 Vault Link
http://plansrv1/bridgemaintvault/b02865 GIS FO/SD
Meets Standards H Inv. Method
15.873 Latitude DD
35.41802222 Longitude DD
-99.65579722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2331 x
-11093632.6011281 y
4220834.80138388 |
|||||||||||||||||||||||||||||||||||||
| 02864 | 0202R0563 X | 2864 | — | U.S. 64 | CREEK | 0202 0563 X | 3-10x5x25.2ft. RCB | 1930 | 36.79718333 | -98.43898056 | 32.152 | 25.2 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
2330 BRKEY
2864 NBI No.
2864 On Under
1 Structure No.
0202R0563 X Control No.
002 Lane Ind.
Milepoint
05630 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
5.7 MI.E.WOODS CL Sufficiency
64.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1930 ADT Total
1400 ADT Year
2009 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
N No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
25.2 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
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
2240 Future ADT Year
2029 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02864 ODOT County
02 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
3-10x5x25.2ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0202 0563 X H Index
82.4056 Latitude
36:47:49.86 Longitude
-98:26:20.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02864 Vault Link
http://plansrv1/bridgemaintvault/b02864 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.79718333 Longitude DD
-98.43898056 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2330 x
-10958177.1901482 y
4410874.33761282 |
|||||||||||||||||||||||||||||||||||||
| 02863 | 0512 0421 X | 2863 | — | U.S. 283 | CREEK | 0512 0421 X | 2-10ft.X3ft.X30ft. RDY. R.C.B. | 1930 | 35.367989 | -99.637792 | 29.856 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 930 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2329 BRKEY
2863 NBI No.
2863 On Under
1 Structure No.
0512 0421 X Control No.
012 Lane Ind.
Milepoint
04210 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
009 Location
4.2 MI N JCT I-40 BUS. Sufficiency
94.2 Kind Hwy
2 Level Service
1 Route No.
00283 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
06 - Minor Arterial (Rural) Year Built
1930 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
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
29.856 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1488 Future ADT Year
2042 Bypass Detour
27.961703 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
02863 ODOT County
05 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.X3ft.X30ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0512 0421 X H Index
96.04 Latitude
35:22:04.76 Longitude
-99:38:16.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02863 Vault Link
http://plansrv1/bridgemaintvault/b02863 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.367989 Longitude DD
-99.637792 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2329 x
-11091628.2692061 y
4214002.51097692 |
|||||||||||||||||||||||||||||||||||||
| 02967 | 3304 1003 X | 2967 | — | U.S. 62 | CREEK | 3304 1003 X | 4-10ft.X10ft.X139ft. RDY. R.C.BOX. | 1930 | 34.63745 | -99.24557778 | 44.948 | 141.001 | — | 4 | 0 | 4 | 139.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2313 BRKEY
2967 NBI No.
2967 On Under
1 Structure No.
3304 1003 X Control No.
004 Lane Ind.
Milepoint
10030 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
05 County
065 Location
5.1 MI E JCT U.S. 283 Sufficiency
81.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
5400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
139.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
141.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.7 HS Inv. Rating Method
1 HS Inv. Method
50.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02967 ODOT County
33 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
4-10ft.X10ft.X139ft. RDY. R.C.BOX. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3304 1003 X H Index
91.3836 Latitude
34:38:14.82 Longitude
-99:14:44.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02967 Vault Link
http://plansrv1/bridgemaintvault/b02967 GIS FO/SD
Meets Standards H Inv. Method
27.9 Latitude DD
34.63745 Longitude DD
-99.24557778 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2313 x
-11047967.1819538 y
4114720.54714581 |
|||||||||||||||||||||||||||||||||||||
| 02966 | 0604R0757EX | 2966 | — | U.S. 270/U.S. 281 | CREEK | 0604 0757 X | 40ft. I-BEAM SPAN, SK. 45 DEG. | 1930 | 35.73704444 | -98.39314722 | 45 | 25 | — | 1 | 45 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 18.5 | Poor (4) | Fair (5) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1800 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
2312 BRKEY
2966 NBI No.
2966 On Under
1 Structure No.
0604R0757EX Control No.
004 Lane Ind.
E Milepoint
07570 Facility Carried
U.S. 270/U.S. 281 Feature Intersected
CREEK Division
05 County
011 Location
7.8 S SH33 IN WATONGA Sufficiency
18.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
1800 ADT Year
2004 Design Load
H 15 Skew
45 No. Main Spans
1 Road Width
22.001 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
02 Length
45 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
5 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
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
43.541 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2024 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02966 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft. I-BEAM SPAN, SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0604 0757 X H Index
57.6641 Latitude
35:44:13.36 Longitude
-98:23:35.33 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270/U.S. 281 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
02966 Vault Link
http://plansrv1/bridgemaintvault/b02966 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
35.73704444 Longitude DD
-98.39314722 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2312 x
-10953075.046078 y
4264499.15577772 |
|||||||||||||||||||||||||||||||||||||
| 02965 | 0604R0716EX | 2965 | — | U.S. 270/U.S. 281 | CREEK | 0604 0716 X | 40ft. I-BEAM SPAN | 1930 | 35.74293333 | -98.39315833 | 43.999 | 25 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.5 | Poor (4) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1800 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
2311 BRKEY
2965 NBI No.
2965 On Under
1 Structure No.
0604R0716EX Control No.
004 Lane Ind.
E Milepoint
07160 Facility Carried
U.S. 270/U.S. 281 Feature Intersected
CREEK Division
05 County
011 Location
7.4 S SH33 IN WATONGA Sufficiency
33.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
1800 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 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
02 Length
43.999 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
44.974 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2024 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02965 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft. I-BEAM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0604 0716 X H Index
57.0358 Latitude
35:44:34.56 Longitude
-98:23:35.37 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270/U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02965 Vault Link
http://plansrv1/bridgemaintvault/b02965 GIS FO/SD
Meets Standards H Inv. Method
18.85 Latitude DD
35.74293333 Longitude DD
-98.39315833 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2311 x
-10953076.2828375 y
4265306.80340231 |
|||||||||||||||||||||||||||||||||||||
| 02861 | 7606R0296 X | 2861 | — | U.S. 64 | CREEK | 7606 0296 X | 3-10x5x24.9ft. RCB | 1930 | 36.79772222 | -98.82796944 | 32.152 | 24.902 | — | 3 | 0 | 2 | 22.5 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 60.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
2309 BRKEY
2861 NBI No.
2861 On Under
1 Structure No.
7606R0296 X Control No.
006 Lane Ind.
Milepoint
02960 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
3.1 MI E JCT SH-14 Sufficiency
60.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.5 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
1930 ADT Total
1400 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
00 Appr. Roadway Width
26.007 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
24.902 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
5 Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2240 Future ADT Year
2030 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
02861 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10x5x24.9ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7606 0296 X H Index
85.8532 Latitude
36:47:51.8 Longitude
-98:49:40.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02861 Vault Link
http://plansrv1/bridgemaintvault/b02861 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.79772222 Longitude DD
-98.82796944 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2309 x
-11001479.234194 y
4410949.25283103 |
|||||||||||||||||||||||||||||||||||||
| 02860 | 0202R0161 X | 2860 | — | U.S. 64 | CREEK | 0202 0161 X | 3-10X8X25.3ft. RCB | 1930 | 36.79723889 | -98.51143056 | 32.152 | 25.2 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Closed (K) | 60.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2300 | 2014 | 4 | Bridge #100 Matched |
|
Raw data
OBJECTID
2308 BRKEY
2860 NBI No.
2860 On Under
1 Structure No.
0202R0161 X Control No.
002 Lane Ind.
Milepoint
01610 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
1.5 MI.E.WOODS CL Sufficiency
60.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1930 ADT Total
2300 ADT Year
2014 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
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
25.2 Bridge Open Closed
K TSF Rail
1 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
5 Structure Rating
5 Deck Geometry
0 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.6 HS Inv. Rating Method
1 HS Inv. Method
27.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2034 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02860 ODOT County
02 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
3-10X8X25.3ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0202 0161 X H Index
62.9565 Latitude
36:47:50.06 Longitude
-98:30:41.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02860 Vault Link
http://plansrv1/bridgemaintvault/b02860 GIS FO/SD
Meets Standards H Inv. Method
16.5 Latitude DD
36.79723889 Longitude DD
-98.51143056 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2308 x
-10966242.2872561 y
4410882.06140876 |
|||||||||||||||||||||||||||||||||||||
| 02859 | 0824 0135 X | 2859 | — | S.H. 152 | CREEK | 0824 0135 X | 3-10ft.X 3ft.X 52ft. R.C.B | 1930 | 35.29070556 | -98.59955833 | 33.136 | 51.998 | — | 3 | 0 | 2 | 51.998 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | 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 | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2307 BRKEY
2859 NBI No.
2859 On Under
1 Structure No.
0824 0135 X Control No.
024 Lane Ind.
Milepoint
01350 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
07 County
015 Location
1.4 MI E WASHITA C/L Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00152 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
1930 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
51.998 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
51.998 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.8 HS Inv. Rating Method
1 HS Inv. Method
29.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
45.981468 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
02859 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 3ft.X 52ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0824 0135 X H Index
100 Latitude
35:17:26.54 Longitude
-98:35:58.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
69 NBI Text
02859 Vault Link
http://plansrv1/bridgemaintvault/b02859 GIS FO/SD
Meets Standards H Inv. Method
18.7 Latitude DD
35.29070556 Longitude DD
-98.59955833 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2307 x
-10976052.6257373 y
4203457.38120636 |
|||||||||||||||||||||||||||||||||||||
| 02858 | 0404R0113 X | 2858 | — | U.S. 64 | CREEK | 0404R0113 X | 3-10ft.X 5ft.X 30.8ft. R.C. BOX WITH HANDRAILS. | 1930 | 36.87960278 | -100.873475 | 32.152 | 30.801 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2960 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
2306 BRKEY
2858 NBI No.
2858 On Under
1 Structure No.
0404R0113 X Control No.
004 Lane Ind.
Milepoint
01130 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
007 Location
1.2 MI.N. JCT. US83 Sufficiency
77.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1930 ADT Total
2960 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
30.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
8 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
2500 Future ADT Year
2018 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02858 ODOT County
04 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
3-10ft.X 5ft.X 30.8ft. R.C. BOX WITH HANDRAILS. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0404R0113 X H Index
93.16 Latitude
36:52:46.57 Longitude
-100:52:24.51 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02858 Vault Link
http://plansrv1/bridgemaintvault/b02858 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.87960278 Longitude DD
-100.873475 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2306 x
-11229183.871548 y
4422338.22781056 |
|||||||||||||||||||||||||||||||||||||
| 02857 | 1618 0013 X | 2857 | — | S.H. 7 | CREEK | 1618 0083 X | 3-10ft.X 7ft.X 164ft. R.C.BOX | 1930 | 34.59418889 | -98.37583333 | 34.121 | 163.999 | — | 3 | 0 | 4 | 162.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 18500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2305 BRKEY
2857 NBI No.
2857 On Under
1 Structure No.
1618 0013 X Control No.
018 Lane Ind.
Milepoint
00830 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
031 Location
0.8 MI.E.JCT.US281B Sufficiency
69 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.03 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
1930 ADT Total
18500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
162.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
96.03 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
163.999 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
5 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
48.8 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29600 Future ADT Year
2042 Bypass Detour
52.19518 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
02857 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 7ft.X 164ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1618 0083 X H Index
97.9504 Latitude
34:35:39.08 Longitude
-98:22:33 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
049 NBI Text
02857 Vault Link
http://plansrv1/bridgemaintvault/b02857 GIS FO/SD
Meets Standards H Inv. Method
24.1 Latitude DD
34.59418889 Longitude DD
-98.37583333 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
2305 x
-10951147.6726595 y
4108868.87691633 |
|||||||||||||||||||||||||||||||||||||
| 02856 | 0212 0018 X | 2856 | — | S.H. 8 | CREEK | 0212 0018 X | 3-10X4X25ft. RCB | 1930 | 36.79995 | -98.360056 | 32.152 | 71.299 | — | 3 | 0 | 2 | 69.199 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.9 | Fair (5) | 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 | 1800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2286 BRKEY
2856 NBI No.
2856 On Under
1 Structure No.
0212 0018 X Control No.
012 Lane Ind.
Milepoint
00180 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
0.2 MI.N.JCT.US64 Sufficiency
76.9 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.699 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
1930 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
69.199 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
32.152 Deck Width
71.299 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.6 HS Inv. Rating Method
1 HS Inv. Method
23.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02856 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X4X25ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 0018 X H Index
98.0962 Latitude
36:47:59.82 Longitude
-98:21:36.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02856 Vault Link
http://plansrv1/bridgemaintvault/b02856 GIS FO/SD
Meets Standards H Inv. Method
14.4 Latitude DD
36.79995 Longitude DD
-98.360056 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2286 x
-10949391.3483179 y
4411258.95915159 |
|||||||||||||||||||||||||||||||||||||
| 02855 | 4302 0586 X | 2855 | — | BNSF R.R. | U.S. 77 UNDER | 4302 0586 X | 30ft. PLATE GIRDER SPAN | 1930 | 33.81963333 | -97.13668333 | 32.152 | 8.999 | — | 1 | 0 | 2 | 22.999 | 3 - Steel | Girder and Floorbeam System (03) | M | Wood or Timber (8) | ! | -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 | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2285 BRKEY
2855 NBI No.
2855 On Under
2 Structure No.
4302 0586 X Control No.
002 Lane Ind.
Milepoint
05860 Facility Carried
BNSF R.R. Feature Intersected
U.S. 77 UNDER Division
07 County
085 Location
1.9 MI N JCT SH153 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
22.999 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1930 ADT Total
2300 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
1 Road Width
22.999 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
0 Deck Structure Type
8 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.999 Span Type Main
M Material
3 - Steel Design
03 Length
32.152 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 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
! 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
3680 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1407 Max Measured Clearance
1504 Min Measured Clearance
1502 NBI Rating
02855 ODOT County
43 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
30ft. PLATE GIRDER SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4302 0586 X H Index
-1 Latitude
33:49:10.68 Longitude
-97:08:12.06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 77 UNDER Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
036 NBI Text
02855 Vault Link
http://plansrv1/bridgemaintvault/b02855 GIS FO/SD
FO H Inv. Method
0 Latitude DD
33.81963333 Longitude DD
-97.13668333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2285 x
-10813206.1256431 y
4004608.82537526 |
|||||||||||||||||||||||||||||||||||||
| 02658 | 6604 1663 X | 2658 | — | S.H. 66 | CREEK | 6604 1663 X | 2-10ft.X4ft.X134ft. RCB | 1930 | 36.51025278 | -95.44908889 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.4 | 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 | 5800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2250 BRKEY
2658 NBI No.
2658 On Under
1 Structure No.
6604 1663 X Control No.
004 Lane Ind.
Milepoint
16630 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
131 Location
6.3 MI N JCT 28 A Sufficiency
80.4 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
1930 ADT Total
5800 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
3.106856 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
02658 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.X134ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6604 1663 X H Index
91.5352 Latitude
36:30:36.91 Longitude
-95:26:56.72 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
02658 Vault Link
http://plansrv1/bridgemaintvault/b02658 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.51025278 Longitude DD
-95.44908889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2250 x
-10625343.9719167 y
4371060.42740463 |
|||||||||||||||||||||||||||||||||||||
| 02657 | 5112 1494 X | 2657 | — | U.S. 64 | CREEK | 5112 1494 X | 2-10ft.X 6ft.X 125ft. R.C.B | 1930 | 35.51402778 | -95.30954167 | 22.999 | 0 | — | 2 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 5200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2249 BRKEY
2657 NBI No.
2657 On Under
1 Structure No.
5112 1494 X Control No.
012 Lane Ind.
Milepoint
14940 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
01 County
101 Location
17.4 MI S JCT US 62 Sufficiency
69.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1930 ADT Total
5200 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
5 Fill RCB
FG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.6 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8320 Future ADT Year
2042 Bypass Detour
50.300001 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
02657 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 125ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5112 1494 X H Index
98.404 Latitude
35:30:50.5 Longitude
-95:18:34.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02657 Vault Link
http://plansrv1/bridgemaintvault/b02657 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.51402778 Longitude DD
-95.30954167 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2249 x
-10609809.6464447 y
4233956.74263769 |
|||||||||||||||||||||||||||||||||||||
| 02656 | 7002 1446 X | 2656 | — | U.S. 54 | CREEK | 7002 1446 X | 2-10ft.X 3ft.X 173.5ft.RCB | 1930 | 36.62193611 | -101.57780556 | 20.997 | 173.501 | — | 2 | 0 | 4 | 99.902 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2248 BRKEY
2656 NBI No.
2656 On Under
1 Structure No.
7002 1446 X Control No.
002 Lane Ind.
Milepoint
14460 Facility Carried
U.S. 54 Feature Intersected
CREEK Division
06 County
139 Location
14.4 MI NE TEXAS S/L Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1930 ADT Total
6900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
99.902 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
173.501 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
67.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11040 Future ADT Year
2042 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02656 ODOT County
70 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 3ft.X 173.5ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7002 1446 X H Index
99.34 Latitude
36:37:18.97 Longitude
-101:34:40.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 54 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02656 Vault Link
http://plansrv1/bridgemaintvault/b02656 GIS FO/SD
Meets Standards H Inv. Method
37.6 Latitude DD
36.62193611 Longitude DD
-101.57780556 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2248 x
-11307589.5908373 y
4386539.75693911 |
|||||||||||||||||||||||||||||||||||||
| 02655 | 5112R1434 X | 2655 | — | U.S. 64 | CREEK | 5112R1434 X | 21ft. CONC. GIRDER SPA | 1930 | 35.495 | -95.31 | 20.997 | 27.001 | — | 1 | 0 | 2 | 23.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.2 | Poor (4) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 5790 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
2247 BRKEY
2655 NBI No.
2655 On Under
1 Structure No.
5112R1434 X Control No.
012 Lane Ind.
Milepoint
14340 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
01 County
101 Location
17.4 MI S JCT US 62B Sufficiency
35.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1930 ADT Total
5790 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
02 Length
20.997 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4200 Future ADT Year
2018 Bypass Detour
34.175415 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
02655 ODOT County
51 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. CONC. GIRDER SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5112R1434 X H Index
94.9746 Latitude
35:29:42 Longitude
-95:18:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02655 Vault Link
http://plansrv1/bridgemaintvault/b02655 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.495 Longitude DD
-95.31 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2247 x
-10609860.6675069 y
4231354.80004421 |
|||||||||||||||||||||||||||||||||||||
| 02654 | 6604 1367 X | 2654 | — | S.H. 66 | CREEK | 6604 1367 X | 3-6ft.X4ft.X128ft.RCB WHND | 1930 | 36.47476667 | -95.47935833 | 22.001 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 62.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2246 BRKEY
2654 NBI No.
2654 On Under
1 Structure No.
6604 1367 X Control No.
004 Lane Ind.
Milepoint
13670 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
131 Location
3.3 MI NE JCT SH 28 A Sufficiency
62.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 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
1930 ADT Total
5100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
36.089 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.7 HS Inv. Rating Method
1 HS Inv. Method
29.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02654 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
3-6ft.X4ft.X128ft.RCB WHND Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6604 1367 X H Index
92.7813 Latitude
36:28:29.16 Longitude
-95:28:45.69 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
02654 Vault Link
http://plansrv1/bridgemaintvault/b02654 GIS FO/SD
Meets Standards H Inv. Method
16.6 Latitude DD
36.47476667 Longitude DD
-95.47935833 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2246 x
-10628713.5505641 y
4366146.72453076 |
|||||||||||||||||||||||||||||||||||||
| 02653 | 4302 1299 X | 2653 | — | U.S. 77 | CREEK | 4302 1299 X | (2) 10ft. X 4ft. X 38ft. RCB | 1930 | 33.92083333 | -97.12611111 | 21.982 | 37.999 | — | 2 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2245 BRKEY
2653 NBI No.
2653 On Under
1 Structure No.
4302 1299 X Control No.
002 Lane Ind.
Milepoint
12990 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
07 County
085 Location
1.3 MI S JCT W SH32 Sufficiency
98.1 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1930 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
36.001 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
21.982 Deck Width
37.999 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
6 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
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
4.97097 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
02653 ODOT County
43 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 4ft. X 38ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4302 1299 X H Index
97.334 Latitude
33:55:15 Longitude
-97:07:34 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
4 Local Bridge ID
003 NBI Text
02653 Vault Link
http://plansrv1/bridgemaintvault/b02653 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
33.92083333 Longitude DD
-97.12611111 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2245 x
-10812029.2314961 y
4018176.82366434 |