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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 03864 | 6326 0553 X | 3864 | — | S.H. 18 | CREEK | 6326 0553 X | 2-8ft. X 6ft. X 82ft. RDY | 1933 | 35.37806667 | -96.91191944 | 25.919 | 83.99 | — | 2 | 45 | 4 | 67.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 14000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4410 BRKEY
3864 NBI No.
3864 On Under
1 Structure No.
6326 0553 X Control No.
026 Lane Ind.
Milepoint
05530 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
03 County
125 Location
1.1 MI N JCT SH 3E Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
67.913 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
1933 ADT Total
14000 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
83.99 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.3 HS Inv. Rating Method
1 HS Inv. Method
46.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22400 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03864 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft. X 6ft. X 82ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6326 0553 X H Index
97.36 Latitude
35:22:41.04 Longitude
-96:54:42.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03864 Vault Link
http://plansrv1/bridgemaintvault/b03864 GIS FO/SD
Meets Standards H Inv. Method
32.1 Latitude DD
35.37806667 Longitude DD
-96.91191944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
4410 x
-10788185.5238595 y
4215378.32718999 |
|||||||||||||||||||||||||||||||||||||
| 03863 | 4130 0549 X | 3863 | — | S.H. 99 | CREEK | 4130 0549 X | 2-10ft.X10ft.X47ft. RC BOX | 1933 | 35.82908333 | -96.66308056 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4409 BRKEY
3863 NBI No.
3863 On Under
1 Structure No.
4130 0549 X Control No.
030 Lane Ind.
Milepoint
05490 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
03 County
081 Location
5.6 MI N JCT SH 66 Sufficiency
94.3 Kind Hwy
3 Level Service
1 Route No.
00099 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
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
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
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
66.6 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
39.146385 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
03863 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X47ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4130 0549 X H Index
93.07 Latitude
35:49:44.7 Longitude
-96:39:47.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03863 Vault Link
http://plansrv1/bridgemaintvault/b03863 GIS FO/SD
Meets Standards H Inv. Method
26.3 Latitude DD
35.82908333 Longitude DD
-96.66308056 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4409 x
-10760484.9064484 y
4277128.91564715 |
|||||||||||||||||||||||||||||||||||||
| 03862 | 3020 0500 X | 3862 | — | U.S. 283 | CREEK | 3020 0500 X | 3-8ft.X 4ft.X 39ft. R.C. B | 1933 | 36.89958056 | -99.96250833 | 27.887 | 38.999 | — | 3 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 790 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4408 BRKEY
3862 NBI No.
3862 On Under
1 Structure No.
3020 0500 X Control No.
020 Lane Ind.
Milepoint
05000 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
059 Location
5.1 MI N JCT US 64 Sufficiency
96.8 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
790 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
27.887 Deck Width
38.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.5 HS Inv. Rating Method
1 HS Inv. Method
39.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1264 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03862 ODOT County
30 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 4ft.X 39ft. R.C. B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3020 0500 X H Index
91.5125 Latitude
36:53:58.49 Longitude
-99:57:45.03 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
03862 Vault Link
http://plansrv1/bridgemaintvault/b03862 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
36.89958056 Longitude DD
-99.96250833 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4408 x
-11127775.525714 y
4425118.84020141 |
|||||||||||||||||||||||||||||||||||||
| 03861 | 4112 0493 X | 3861 | — | S.H. 18 | CREEK | 4112 0493 X | 2-10ft.X 10ft.X 45ft. RDY | 1933 | 35.57351111 | -96.88438889 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4407 BRKEY
3861 NBI No.
3861 On Under
1 Structure No.
4112 0493 X Control No.
012 Lane Ind.
Milepoint
04930 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
03 County
081 Location
5 MI N JCT US 62 Sufficiency
92.9 Kind Hwy
3 Level Service
1 Route No.
00018 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
1933 ADT Total
2800 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
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.5 HS Inv. Rating Method
1 HS Inv. Method
32.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
26.09759 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
03861 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 45ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4112 0493 X H Index
67 Latitude
35:34:24.64 Longitude
-96:53:03.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03861 Vault Link
http://plansrv1/bridgemaintvault/b03861 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.57351111 Longitude DD
-96.88438889 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4407 x
-10785120.8370523 y
4242094.73595088 |
|||||||||||||||||||||||||||||||||||||
| 03860 | 2510 0460 X | 3860 | — | S.H. 19 | CREEK | 2510 0460 X | 2-10ft. X 8ft. X 48ft. RDY | 1933 | 34.78533056 | -97.33561389 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.8 | 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) | B | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4406 BRKEY
3860 NBI No.
3860 On Under
1 Structure No.
2510 0460 X Control No.
010 Lane Ind.
Milepoint
04600 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
03 County
049 Location
4.6 MI E JCT SH 74 Sufficiency
92.8 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
65.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
19.883878 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
03860 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 48ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2510 0460 X H Index
97.3178 Latitude
34:47:07.19 Longitude
-97:20:08.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03860 Vault Link
http://plansrv1/bridgemaintvault/b03860 GIS FO/SD
Meets Standards H Inv. Method
36.6 Latitude DD
34.78533056 Longitude DD
-97.33561389 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4406 x
-10835350.9742855 y
4134746.55654387 |
|||||||||||||||||||||||||||||||||||||
| 03859 | 5706R0423 X | 3859 | — | U.S. 60 | SOLDIER CREEK | 5706 0423 X | 2-10ft. X 8ft. X 52ft. R.C. BOX SK. 60 DEG. | 1933 | 36.72895278 | -96.30431389 | 26.903 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
4405 BRKEY
3859 NBI No.
3859 On Under
1 Structure No.
5706R0423 X Control No.
006 Lane Ind.
Milepoint
04230 Facility Carried
U.S. 60 Feature Intersected
SOLDIER CREEK Division
08 County
113 Location
4.2 MI. E. JCT. SH11 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00060 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
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2200 ADT Year
2009 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
05 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 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.
0 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
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2029 Bypass Detour
11.806053 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
03859 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 52ft. R.C. BOX SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 0423 X H Index
91.75 Latitude
36:43:44.23 Longitude
-96:18:15.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03859 Vault Link
http://plansrv1/bridgemaintvault/b03859 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.72895278 Longitude DD
-96.30431389 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4405 x
-10720547.1834304 y
4401393.34052366 |
|||||||||||||||||||||||||||||||||||||
| 03768 | 4106R0390 X | 3768 | — | S.H. 66 | CAPTAIN CREEK O'FLOW | 4106R0390 X | 6-22ft. CONC SLAB SPAN | 1932 | 35.68166667 | -97.07666667 | 134.843 | 27.887 | — | 6 | 0 | 2 | 23.95 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Critical (2) | Critical (2) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4404 BRKEY
3768 NBI No.
3768 On Under
1 Structure No.
4106R0390 X Control No.
006 Lane Ind.
Milepoint
03900 Facility Carried
S.H. 66 Feature Intersected
CAPTAIN CREEK O'FLOW Division
03 County
081 Location
3.9 MI E OKLA. C/L Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
21.982 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
1932 ADT Total
2200 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
01 Length
134.843 Deck Width
27.887 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
2 Super Rating
2 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 Future ADT Year
2022 Bypass Detour
70.214944 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
03768 ODOT County
41 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
6-22ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4106R0390 X H Index
73.333 Latitude
35:40:54 Longitude
-97:04:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03768 Vault Link
http://plansrv1/bridgemaintvault/b03768 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.68166667 Longitude DD
-97.07666667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4404 x
-10806525.1016127 y
4256907.14224895 |
|||||||||||||||||||||||||||||||||||||
| 03767 | 6718R0125 X | 3767 | — | S.H. 56 | JUMPER CREEK | 6718 0125 X | 40ft.-60ft.-30ft. I-BM. SPANS | 1932 | 34.93897778 | -96.66100833 | 130.906 | 25 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
4403 BRKEY
3767 NBI No.
3767 On Under
1 Structure No.
6718R0125 X Control No.
018 Lane Ind.
Milepoint
01250 Facility Carried
S.H. 56 Feature Intersected
JUMPER CREEK Division
03 County
133 Location
1.3 MI E SH 3 Sufficiency
25 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
1932 ADT Total
1100 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
130.906 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41.667 HS Inv. Rating Method
1 HS Inv. Method
25.022 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2037 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03767 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6718 0125 X H Index
68.8862 Latitude
34:56:20.32 Longitude
-96:39:39.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03767 Vault Link
http://plansrv1/bridgemaintvault/b03767 GIS FO/SD
SD H Inv. Method
17.637 Latitude DD
34.93897778 Longitude DD
-96.66100833 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4403 x
-10760254.22686 y
4155591.55713474 |
|||||||||||||||||||||||||||||||||||||
| 03766 | 4816 0119 X | 3766 | — | S.H. 99 | GLASSES CREEK | 4816 0119 X | 36ft. - 60ft. - 36ft. CONTINUOUS I-BEAM SK 30° | 1932 | 34.10013056 | -96.75606111 | 133.999 | 27.001 | — | 3 | 30 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4402 BRKEY
3766 NBI No.
3766 On Under
1 Structure No.
4816 0119 X Control No.
016 Lane Ind.
Milepoint
01190 Facility Carried
S.H. 99 Feature Intersected
GLASSES CREEK Division
02 County
095 Location
1.19 NE JCT US-70 Sufficiency
69.1 Kind Hwy
3 Level Service
1 Route No.
00099 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
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
133.999 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03766 ODOT County
48 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
36ft. - 60ft. - 36ft. CONTINUOUS I-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4816 0119 X H Index
98.648 Latitude
34:06:00.47 Longitude
-96:45:21.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
15 NBI Text
03766 Vault Link
http://plansrv1/bridgemaintvault/b03766 GIS FO/SD
FO H Inv. Method
20 Latitude DD
34.10013056 Longitude DD
-96.75606111 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4402 x
-10770835.4539281 y
4042255.05139713 |
|||||||||||||||||||||||||||||||||||||
| 03765 | 5120 0116 X | 3765 | — | U.S. 266 | BENNETT CREEK | 5120 0116 X | 36ft.-60ft.-36ft. I-BM. SP | 1932 | 35.464161 | -95.324175 | 133.4 | 34.1 | — | 3 | 0 | 2 | 32 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 890 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4401 BRKEY
3765 NBI No.
3765 On Under
1 Structure No.
5120 0116 X Control No.
020 Lane Ind.
Milepoint
01160 Facility Carried
U.S. 266 Feature Intersected
BENNETT CREEK Division
01 County
101 Location
1.2 MI E MCINTOSH CO Sufficiency
97.3 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
1932 ADT Total
890 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
133.4 Deck Width
34.1 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
113.5 HS Inv. Rating Method
3 HS Inv. Method
87.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1424 Future ADT Year
2042 Bypass Detour
39.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03765 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.-60ft.-36ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5120 0116 X H Index
74.3223 Latitude
35:27:50.98 Longitude
-95:19:27.03 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
03765 Vault Link
http://plansrv1/bridgemaintvault/b03765 GIS FO/SD
Meets Standards H Inv. Method
87.5 Latitude DD
35.464161 Longitude DD
-95.324175 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4401 x
-10611438.6212889 y
4227139.04745326 |
|||||||||||||||||||||||||||||||||||||
| 03764 | 5910R0920 X | 3764 | — | S.H. 18 | CAMP CREEK | 5910 0920 X | 2-60ft. I-BM. SPANS | 1932 | 36.29333611 | -96.78224722 | 121.063 | 25 | — | 2 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.2 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
4400 BRKEY
3764 NBI No.
3764 On Under
1 Structure No.
5910R0920 X Control No.
010 Lane Ind.
Milepoint
09200 Facility Carried
S.H. 18 Feature Intersected
CAMP CREEK Division
08 County
117 Location
1.5 MI S JCT US 64 Sufficiency
54.2 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1932 ADT Total
1800 ADT Year
2015 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
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.037 HS Inv. Rating Method
1 HS Inv. Method
30.644 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2035 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03764 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-60ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5910 0920 X H Index
62.1729 Latitude
36:17:36.01 Longitude
-96:46:56.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03764 Vault Link
http://plansrv1/bridgemaintvault/b03764 GIS FO/SD
SD H Inv. Method
16.976 Latitude DD
36.29333611 Longitude DD
-96.78224722 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4400 x
-10773750.4783591 y
4341059.39991798 |
|||||||||||||||||||||||||||||||||||||
| 03763 | 1502 0556 X | 3763 | — | U.S. 75 | BRIAR CREEK | 1502 0556 X | 36 ft.- 60 ft.- 30 ft. I-BM. SPANS, 30 ft. 10 in. CLR. RDWY, SK 45 DEG. W/ TR-4 TRAFFIC RAIL | 1932 | 34.493022 | -96.219086 | 128.937 | 33 | — | 3 | 45 | 2 | 30.8 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.5 | Satisfactory (6) | Very good (8) | Satisfactory (6) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4399 BRKEY
3763 NBI No.
3763 On Under
1 Structure No.
1502 0556 X Control No.
002 Lane Ind.
Milepoint
05560 Facility Carried
U.S. 75 Feature Intersected
BRIAR CREEK Division
03 County
029 Location
5.6 MI N ATOKA CO Sufficiency
78.5 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.8 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
1932 ADT Total
4100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
30.8 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30.8 Span Type Main
M Material
3 - Steel Design
02 Length
128.937 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
6 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45.7 HS Inv. Rating Method
3 HS Inv. Method
35.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6560 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03763 ODOT County
15 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
36 ft.- 60 ft.- 30 ft. I-BM. SPANS, 30 ft. 10 in. CLR. RDWY, SK 45 DEG. W/ TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1502 0556 X H Index
92.7706 Latitude
34:29:34.88 Longitude
-96:13:08.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03763 Vault Link
http://plansrv1/bridgemaintvault/b03763 GIS FO/SD
Meets Standards H Inv. Method
35.1 Latitude DD
34.493022 Longitude DD
-96.219086 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4399 x
-10711059.6581142 y
4095196.52107172 |
|||||||||||||||||||||||||||||||||||||
| 04056 | 5814R0778 X | 4056 | — | U.S. 69 | TAR CREEK | 5814 0778 X | 36ft.,60ft.,3-36ft. I-BM. | 1933 | 36.94356944 | -94.85375278 | 206.037 | 31.001 | — | 5 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 8.7 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8400 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
4398 BRKEY
4056 NBI No.
4056 On Under
1 Structure No.
5814R0778 X Control No.
014 Lane Ind.
Milepoint
07780 Facility Carried
U.S. 69 Feature Intersected
TAR CREEK Division
08 County
115 Location
7.7 MI N US 59 Sufficiency
8.7 Kind Hwy
2 Level Service
1 Route No.
00069 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
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
8400 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
206.037 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.116 HS Inv. Rating Method
1 HS Inv. Method
24.692 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13440 Future ADT Year
2031 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04056 ODOT County
58 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.,60ft.,3-36ft. I-BM. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5814 0778 X H Index
52.165 Latitude
36:56:36.85 Longitude
-94:51:13.51 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
04056 Vault Link
http://plansrv1/bridgemaintvault/b04056 GIS FO/SD
SD H Inv. Method
16.645 Latitude DD
36.94356944 Longitude DD
-94.85375278 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4398 x
-10559071.4593007 y
4431244.01106741 |
|||||||||||||||||||||||||||||||||||||
| 04053 | 4112R1031 X | 4053 | — | S.H. 18 | DEEP FORK RIVER O'FLOW | 4112 1031 X | 5-36ft. I-BM SPANS | 1933 | 35.65166667 | -96.88833333 | 181.102 | 26.903 | — | 5 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.7 | Fair (5) | Serious (3) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2900 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
4395 BRKEY
4053 NBI No.
4053 On Under
1 Structure No.
4112R1031 X Control No.
012 Lane Ind.
Milepoint
10310 Facility Carried
S.H. 18 Feature Intersected
DEEP FORK RIVER O'FLOW Division
03 County
081 Location
10.7 MI N JCT US 62 Sufficiency
38.7 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
2900 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 Deck Width
26.903 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
3 Super Rating
5 Sub Rating
6 Chan. Rating
4 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
3 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.824 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2024 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04053 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-36ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4112 1031 X H Index
81.1079 Latitude
35:39:06 Longitude
-96:53:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 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
04053 Vault Link
http://plansrv1/bridgemaintvault/b04053 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.65166667 Longitude DD
-96.88833333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4395 x
-10785559.9301046 y
4252796.49386155 |
|||||||||||||||||||||||||||||||||||||
| 04052 | 7604R0535 X | 4052 | — | U.S. 64 | RED HORSE CREEK | 7604 0535 X | 100ft. PONY TRUSS | 1933 | 36.80953333 | -99.02085278 | 185.039 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.8 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
4394 BRKEY
4052 NBI No.
4052 On Under
1 Structure No.
7604R0535 X Control No.
004 Lane Ind.
Milepoint
05350 Facility Carried
U.S. 64 Feature Intersected
RED HORSE CREEK Division
06 County
151 Location
5.3 MI E JCT SH-50 Sufficiency
39.8 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
1933 ADT Total
1400 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.007 Span Type Main
M Material
3 - Steel Design
10 Length
185.039 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.7 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2032 Bypass Detour
72.079058 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
04052 ODOT County
76 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
100ft. PONY TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7604 0535 X H Index
47.7914 Latitude
36:48:34.32 Longitude
-99:01:15.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04052 Vault Link
http://plansrv1/bridgemaintvault/b04052 GIS FO/SD
SD H Inv. Method
14.8 Latitude DD
36.80953333 Longitude DD
-99.02085278 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4394 x
-11022950.9093853 y
4412591.33791403 |
|||||||||||||||||||||||||||||||||||||
| 03949 | 3806 2839 X | 3949 | — | U.S. 183 | CREEK | 3806 2839 X | 3-10ft. X 4ft. X 82ft. RDY. R.C.B. | 1933 | 35.01231944 | -99.06078889 | 33.136 | 84.003 | — | 3 | 0 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4387 BRKEY
3949 NBI No.
3949 On Under
1 Structure No.
3806 2839 X Control No.
006 Lane Ind.
Milepoint
28390 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
0.3 MI S S.H. 9 Sufficiency
95.7 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 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
1933 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
82.001 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
33.136 Deck Width
84.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
39.146385 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
03949 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 4ft. X 82ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 2839 X H Index
95.05 Latitude
35:00:44.35 Longitude
-99:03:38.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03949 Vault Link
http://plansrv1/bridgemaintvault/b03949 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
35.01231944 Longitude DD
-99.06078889 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4387 x
-11027396.5768148 y
4165555.43280377 |
|||||||||||||||||||||||||||||||||||||
| 03858 | 1240 0390 X | 3858 | — | U.S. 70 BUS. | CREEK | 1240 0390 X | (2) 8ft. X 6ft. X 62ft. RCB SK 45° | 1933 | 34.00727778 | -95.49158056 | 26.9 | 0 | — | 2 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4386 BRKEY
3858 NBI No.
3858 On Under
1 Structure No.
1240 0390 X Control No.
040 Lane Ind.
Milepoint
03900 Facility Carried
U.S. 70 BUS. Feature Intersected
CREEK Division
02 County
023 Location
3.90 E JCT US-271 Sufficiency
81.6 Kind Hwy
3 Level Service
6 Route No.
0070B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
62.001 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
1933 ADT Total
3900 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
50 Span Type Main
M Material
1 - Concrete Design
19 Length
26.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.6 HS Inv. Rating Method
1 HS Inv. Method
40.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
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
03858 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(2) 8ft. X 6ft. X 62ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1240 0390 X H Index
99.0885 Latitude
34:00:26.2 Longitude
-95:29:29.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
4 Local Bridge ID
053 NBI Text
03858 Vault Link
http://plansrv1/bridgemaintvault/b03858 GIS FO/SD
Meets Standards H Inv. Method
22.5 Latitude DD
34.00727778 Longitude DD
-95.49158056 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4386 x
-10630074.1229841 y
4029779.29604429 |
|||||||||||||||||||||||||||||||||||||
| 03857 | 3906 0381 X | 3857 | — | S.H. 2 | CREEK | 3906 0381 X | (2) 10ft. X 5ft. X 38ft. LONG RCB | 1933 | 34.72615 | -95.29026667 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | 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 | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4385 BRKEY
3857 NBI No.
3857 On Under
1 Structure No.
3906 0381 X Control No.
006 Lane Ind.
Milepoint
03810 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
02 County
077 Location
3.81 N PUSHMATAHA C/L Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00002 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
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1600 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
32.001 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 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
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
1.242742 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
03857 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 5ft. X 38ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3906 0381 X H Index
100 Latitude
34:43:34.14 Longitude
-95:17:24.96 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
015 NBI Text
03857 Vault Link
http://plansrv1/bridgemaintvault/b03857 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.72615 Longitude DD
-95.29026667 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4385 x
-10607663.9632596 y
4126728.01717423 |
|||||||||||||||||||||||||||||||||||||
| 03856 | 2714 0351 X | 3856 | — | S.H. 11 | CREEK | 2714 0351 X | 2-10ft. X 5ft. X 40ft. R.C.BOX | 1933 | 36.81054167 | -97.669825 | 21.001 | 42 | — | 2 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4384 BRKEY
3856 NBI No.
3856 On Under
1 Structure No.
2714 0351 X Control No.
014 Lane Ind.
Milepoint
03510 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
053 Location
3.5 MI E JCT US 81 Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
42 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
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
17.999955 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
9999 Min Measured Clearance
9999 NBI Rating
03856 ODOT County
27 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
2-10ft. X 5ft. X 40ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2714 0351 X H Index
67 Latitude
36:48:37.95 Longitude
-97:40:11.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03856 Vault Link
http://plansrv1/bridgemaintvault/b03856 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
36.81054167 Longitude DD
-97.669825 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4384 x
-10872555.1848681 y
4412731.53800352 |
|||||||||||||||||||||||||||||||||||||
| 03855 | 5734 0347 X | 3855 | — | S.H. 99 | ELM CREEK | 5734 0347 X | 2-10ft. X 6ft. X 43ft. R.C. BOX | 1933 | 36.78541944 | -96.27436389 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.6 | 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) | B | 500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4383 BRKEY
3855 NBI No.
3855 On Under
1 Structure No.
5734 0347 X Control No.
034 Lane Ind.
Milepoint
03470 Facility Carried
S.H. 99 Feature Intersected
ELM CREEK Division
08 County
113 Location
3.0 MI. N. JCT. US60 Sufficiency
95.6 Kind Hwy
3 Level Service
1 Route No.
00099 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
1933 ADT Total
500 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
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
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
800 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
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03855 ODOT County
57 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 6ft. X 43ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5734 0347 X H Index
93.2944 Latitude
36:47:07.51 Longitude
-96:16:27.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03855 Vault Link
http://plansrv1/bridgemaintvault/b03855 GIS FO/SD
Meets Standards H Inv. Method
61.8 Latitude DD
36.78541944 Longitude DD
-96.27436389 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4383 x
-10717213.1646811 y
4409239.08065135 |
|||||||||||||||||||||||||||||||||||||
| 03854 | 5706R0327 X | 3854 | — | U.S. 60 | CREEK | 5706 0327 X | 2-10ft. X 3ft. X 37ft. R.C. BOX | 1933 | 36.71596111 | -96.30910556 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4382 BRKEY
3854 NBI No.
3854 On Under
1 Structure No.
5706R0327 X Control No.
006 Lane Ind.
Milepoint
03270 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
3.2 MI. N. JCT. SH11 Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 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
1933 ADT Total
2100 ADT Year
2007 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
01 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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.
0 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
6 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
3360 Future ADT Year
2027 Bypass Detour
11.806053 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
03854 ODOT County
57 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 37ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 0327 X H Index
100 Latitude
36:42:57.46 Longitude
-96:18:32.78 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03854 Vault Link
http://plansrv1/bridgemaintvault/b03854 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.71596111 Longitude DD
-96.30910556 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4382 x
-10721080.5896948 y
4399589.03422718 |
|||||||||||||||||||||||||||||||||||||
| 03853 | 3410 0265 X | 3853 | — | S.H. 5 | CREEK | 3410 0265 X | 2 - 10ft. X 6ft. X 31ft. RCB | 1933 | 34.22357222 | -98.09913333 | 22.966 | 32.999 | — | 2 | 0 | 2 | 31.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.8 | 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) | B | 700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4381 BRKEY
3853 NBI No.
3853 On Under
1 Structure No.
3410 0265 X Control No.
010 Lane Ind.
Milepoint
02650 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
07 County
067 Location
2.7 MI E COTTON C/L Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.001 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
1933 ADT Total
700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
31.001 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
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1120 Future ADT Year
2042 Bypass Detour
23 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
03853 ODOT County
34 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 31ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3410 0265 X H Index
93.3185 Latitude
34:13:24.86 Longitude
-98:05:56.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
037 NBI Text
03853 Vault Link
http://plansrv1/bridgemaintvault/b03853 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.22357222 Longitude DD
-98.09913333 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4381 x
-10920345.569557 y
4058861.96521594 |
|||||||||||||||||||||||||||||||||||||
| 03762 | 6512R0546 X | 3762 | — | S.H. 33 | CAFFEY CREEK | 6512 0546 X | 30ft.-60ft.-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 35.67127778 | -99.58375556 | 121.063 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.4 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4380 BRKEY
3762 NBI No.
3762 On Under
1 Structure No.
6512R0546 X Control No.
012 Lane Ind.
Milepoint
05460 Facility Carried
S.H. 33 Feature Intersected
CAFFEY CREEK Division
05 County
129 Location
5.8 MI E JCT US-283 Sufficiency
38.4 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1200 ADT Year
2007 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
0 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 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.
7 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
51.037 HS Inv. Rating Method
1 HS Inv. Method
30.644 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2027 Bypass Detour
39.999898 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
M Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03762 ODOT County
65 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
30ft.-60ft.-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6512 0546 X H Index
54.3989 Latitude
35:40:16.6 Longitude
-99:35:01.52 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 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
03762 Vault Link
http://plansrv1/bridgemaintvault/b03762 GIS FO/SD
SD H Inv. Method
19.18 Latitude DD
35.67127778 Longitude DD
-99.58375556 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4380 x
-11085612.960221 y
4255483.46492967 |
|||||||||||||||||||||||||||||||||||||
| 03761 | 1502R0214 X | 3761 | — | U.S. 75 | COAL CREEK | 1502 0214 X | 80ft.PONYTRUSS 40ft.IBM | 1932 | 34.44541389 | -96.20658333 | 124.016 | 33.793 | — | 1 | 0 | 2 | 27.887 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 36.7 | 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 | 3400 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4379 BRKEY
3761 NBI No.
3761 On Under
1 Structure No.
1502R0214 X Control No.
002 Lane Ind.
Milepoint
02140 Facility Carried
U.S. 75 Feature Intersected
COAL CREEK Division
03 County
029 Location
2.2 MI N ATOKA CO Sufficiency
36.7 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
02 - Principal Arterial Other (Rural) Year Built
1932 ADT Total
3400 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
34.121 Span Type Main
M Material
3 - Steel Design
10 Length
124.016 Deck Width
33.793 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2034 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
CLOSED 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
03761 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
80ft.PONYTRUSS 40ft.IBM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1502 0214 X H Index
79.5907 Latitude
34:26:43.49 Longitude
-96:12:23.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03761 Vault Link
http://plansrv1/bridgemaintvault/b03761 GIS FO/SD
SD H Inv. Method
0 Latitude DD
34.44541389 Longitude DD
-96.20658333 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4379 x
-10709667.8672562 y
4088768.19061567 |
|||||||||||||||||||||||||||||||||||||
| 03759 | 3516R1560 X | 3759 | — | S.H. 22 | BUTCHER PEN CREEK | 3516 1560 X | 30ft.-50ft.-30ft. I-BM SPA | 1932 | 34.16018611 | -96.56584167 | 109.908 | 26.903 | — | 3 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47.9 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 420 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4377 BRKEY
3759 NBI No.
3759 On Under
1 Structure No.
3516R1560 X Control No.
016 Lane Ind.
Milepoint
15600 Facility Carried
S.H. 22 Feature Intersected
BUTCHER PEN CREEK Division
03 County
069 Location
4.3 MI W JCT SH78 Sufficiency
47.9 Kind Hwy
3 Level Service
1 Route No.
00022 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
420 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.95 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
109.908 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45.195 HS Inv. Rating Method
1 HS Inv. Method
27.117 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
672 Future ADT Year
2034 Bypass Detour
13.048795 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
03759 ODOT County
35 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
30ft.-50ft.-30ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3516 1560 X H Index
71.7363 Latitude
34:09:36.67 Longitude
-96:33:57.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 22 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
03759 Vault Link
http://plansrv1/bridgemaintvault/b03759 GIS FO/SD
SD H Inv. Method
18.409 Latitude DD
34.16018611 Longitude DD
-96.56584167 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4377 x
-10749660.3227283 y
4050331.44126323 |
|||||||||||||||||||||||||||||||||||||
| 03758 | 2502R0188 X | 3758 | — | U.S. 77 | CREEK | 2502 0188 X | 5-22.5ft. CONCRETE SLA | 1932 | 34.641842 | -97.177553 | 112.861 | 30.84 | — | 5 | 0 | 2 | 27.887 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 5100 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
4376 BRKEY
3758 NBI No.
3758 On Under
1 Structure No.
2502R0188 X Control No.
002 Lane Ind.
Milepoint
01880 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
03 County
049 Location
1.9 MI N MURRAY C/L Sufficiency
50 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1932 ADT Total
5100 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
01 Length
112.861 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2040 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03758 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
5-22.5ft. CONCRETE SLA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2502 0188 X H Index
86.0524 Latitude
34:38:30.63 Longitude
-97:10:39.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03758 Vault Link
http://plansrv1/bridgemaintvault/b03758 GIS FO/SD
FO H Inv. Method
16 Latitude DD
34.641842 Longitude DD
-97.177553 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4376 x
-10817755.7164964 y
4115314.79717908 |
|||||||||||||||||||||||||||||||||||||
| 03757 | 4124R0127 X | 3757 | — | S.H. 66 BUS. | CAPTAIN CREEK O'FLOW | 4124 0127 X | 5-22ft.CONC SLAB SPAN | 1932 | 35.69 | -97.075 | 112.861 | 26.903 | — | 5 | 0 | 2 | 23.95 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 20.6 | Serious (3) | Critical (2) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
4375 BRKEY
3757 NBI No.
3757 On Under
1 Structure No.
4124R0127 X Control No.
024 Lane Ind.
Milepoint
01270 Facility Carried
S.H. 66 BUS. Feature Intersected
CAPTAIN CREEK O'FLOW Division
03 County
081 Location
1.2 MI NE JCT SH 66 Sufficiency
20.6 Kind Hwy
3 Level Service
6 Route No.
0066B Service Type On
1 Service Type Off
9 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
1932 ADT Total
900 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
112.861 Deck Width
26.903 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
5 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
35.825 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2024 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
193545 Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03757 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-22ft.CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4124 0127 X H Index
66.8702 Latitude
35:41:24 Longitude
-97:04:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 BUS. Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
6 - Business Historical Significance
4 Local Bridge ID
-1 NBI Text
03757 Vault Link
http://plansrv1/bridgemaintvault/b03757 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.69 Longitude DD
-97.075 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4375 x
-10806339.568757 y
4258049.26280973 |
|||||||||||||||||||||||||||||||||||||
| 04050 | 7114R1758 X | 4050 | — | S.H. 5 | EAST JACK CREEK | 7114R1758 X | 5-30ft. I-BM. SPANS | 1933 | 34.39112222 | -98.70834722 | 150.919 | 26.001 | — | 5 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 9.3 | Poor (4) | Fair (5) | Very good (8) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1260 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4374 BRKEY
4050 NBI No.
4050 On Under
1 Structure No.
7114R1758 X Control No.
014 Lane Ind.
Milepoint
17580 Facility Carried
S.H. 5 Feature Intersected
EAST JACK CREEK Division
05 County
141 Location
4.3 MI W COTTON C/L Sufficiency
9.3 Kind Hwy
3 Level Service
1 Route No.
00005 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
1933 ADT Total
1260 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
5 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
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
26.001 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
5 Super Rating
8 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
6 Approach Alignment
0 HS Operating Rating Method
2 HS Operating Rating
14.881 HS Inv. Rating Method
2 HS Inv. Method
14.881 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1000 Future ADT Year
2017 Bypass Detour
29.825817 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
04050 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7114R1758 X H Index
100 Latitude
34:23:28.04 Longitude
-98:42:30.05 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
UC2-3-98 NBI Text
04050 Vault Link
http://plansrv1/bridgemaintvault/b04050 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
34.39112222 Longitude DD
-98.70834722 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4374 x
-10988162.949576 y
4081441.87547657 |
|||||||||||||||||||||||||||||||||||||
| 04049 | 0830R0676 X | 4049 | — | S.H. 19 | LITTLE WASHITA RIVER | 0830 0676 X | 30ft.,60ft.,2-30ft. I-BM. SPANS ON A 400ft. VERTICAL CURVE | 1933 | 34.89833333 | -98.23666667 | 150.919 | 25 | — | 4 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47.7 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
4373 BRKEY
4049 NBI No.
4049 On Under
1 Structure No.
0830R0676 X Control No.
030 Lane Ind.
Milepoint
06760 Facility Carried
S.H. 19 Feature Intersected
LITTLE WASHITA RIVER Division
07 County
015 Location
2.2 MI W JCT SH 8 Sufficiency
47.7 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
920 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.58 HS Inv. Rating Method
1 HS Inv. Method
31.636 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 Future ADT Year
2026 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04049 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
30ft.,60ft.,2-30ft. I-BM. SPANS ON A 400ft. VERTICAL CURVE Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0830 0676 X H Index
58.4875 Latitude
34:53:54 Longitude
-98:14:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
79 NBI Text
04049 Vault Link
http://plansrv1/bridgemaintvault/b04049 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
34.89833333 Longitude DD
-98.23666667 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4373 x
-10935655.7109329 y
4150073.61834648 |
|||||||||||||||||||||||||||||||||||||
| 04048 | 4002 0590 X | 4048 | — | U.S. 59 | BIG BRUSHY CREEK | 4002 0590 X | (3) 50ft. I-BEAM | 1933 | 34.714875 | -94.555653 | 152.001 | 42 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Satisfactory (6) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 870 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4372 BRKEY
4048 NBI No.
4048 On Under
1 Structure No.
4002 0590 X Control No.
002 Lane Ind.
Milepoint
05900 Facility Carried
U.S. 59 Feature Intersected
BIG BRUSHY CREEK Division
02 County
079 Location
2.52 E JCT US-259 Sufficiency
86.9 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
870 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
152.001 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1392 Future ADT Year
2042 Bypass Detour
41.5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04048 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4002 0590 X H Index
76.3839 Latitude
34:42:53.55 Longitude
-94:33:20.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
004 NBI Text
04048 Vault Link
http://plansrv1/bridgemaintvault/b04048 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.714875 Longitude DD
-94.555653 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4372 x
-10525887.1435855 y
4125200.98723593 |
|||||||||||||||||||||||||||||||||||||
| 04047 | 3410R0583 X | 4047 | — | S.H. 5 | BEAVER CREEK O'FLOW | 3410 0583 X | 5 - 30ft. I-beam spans | 1933 | 34.21690833 | -98.04541111 | 149.934 | 23.799 | — | 5 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47.5 | Poor (4) | Satisfactory (6) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 970 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4371 BRKEY
4047 NBI No.
4047 On Under
1 Structure No.
3410R0583 X Control No.
010 Lane Ind.
Milepoint
05830 Facility Carried
S.H. 5 Feature Intersected
BEAVER CREEK O'FLOW Division
07 County
067 Location
5.8 MI E COTTON C/L Sufficiency
47.5 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
970 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
5 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
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
149.934 Deck Width
23.799 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
6 Super Rating
4 Sub Rating
4 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.683 HS Inv. Rating Method
1 HS Inv. Method
32.187 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1552 Future ADT Year
2027 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04047 ODOT County
34 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
5 - 30ft. I-beam spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3410 0583 X H Index
66.1666 Latitude
34:13:00.87 Longitude
-98:02:43.48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
041 NBI Text
04047 Vault Link
http://plansrv1/bridgemaintvault/b04047 GIS FO/SD
SD H Inv. Method
20.172 Latitude DD
34.21690833 Longitude DD
-98.04541111 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4371 x
-10914365.2393824 y
4057964.83493988 |
|||||||||||||||||||||||||||||||||||||
| 04046 | 3706R0432 X | 4046 | — | S.H. 3 | KINGFISHER CREEK | 3706R0432 X | 80ft. PONY TRUSS & 2-36ft. I-BM. SPANS | 1933 | 35.84833333 | -98.13166667 | 152.887 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.5 | Not applicable (N) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | -1 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
4370 BRKEY
4046 NBI No.
4046 On Under
1 Structure No.
3706R0432 X Control No.
006 Lane Ind.
Milepoint
04320 Facility Carried
S.H. 3 Feature Intersected
KINGFISHER CREEK Division
04 County
073 Location
4.4 MI E BLAINE C/L Sufficiency
52.5 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1933 ADT Total
-1 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
152.887 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
N Deck Geometry
5 Underclearance
N Bridge Posting
3 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
18.85 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2025 Bypass Detour
65.865346 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04046 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY TRUSS & 2-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3706R0432 X H Index
100 Latitude
35:50:54 Longitude
-98:07:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3 Scour
6 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04046 Vault Link
http://plansrv1/bridgemaintvault/b04046 GIS FO/SD
SD H Inv. Method
12.897 Latitude DD
35.84833333 Longitude DD
-98.13166667 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
4370 x
-10923967.1643997 y
4279772.29005642 |
|||||||||||||||||||||||||||||||||||||
| 04045 | 4608R0118 X | 4045 | — | U.S. 266 | BACKWALL CREEK | 4608 0118 X | 47ft. - 56ft. - 47ft. CONTINUOUS I-BEAM | 1933 | 35.46413889 | -95.50385278 | 153.999 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4369 BRKEY
4045 NBI No.
4045 On Under
1 Structure No.
4608R0118 X Control No.
008 Lane Ind.
Milepoint
01180 Facility Carried
U.S. 266 Feature Intersected
BACKWALL CREEK Division
01 County
091 Location
2.0 E JCT US-69 Sufficiency
79 Kind Hwy
2 Level Service
1 Route No.
00266 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
07 - Major Collector (Rural) Year Built
1933 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
153.999 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
13.048795 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
04045 ODOT County
46 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
47ft. - 56ft. - 47ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4608 0118 X H Index
92.0445 Latitude
35:27:50.9 Longitude
-95:30:13.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08-0118 NBI Text
04045 Vault Link
http://plansrv1/bridgemaintvault/b04045 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.46413889 Longitude DD
-95.50385278 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4369 x
-10631440.2602654 y
4227136.02555235 |
|||||||||||||||||||||||||||||||||||||
| 03948 | 6404 2784 X | 3948 | — | U.S. 271 | CREEK | 6404 2784 X | (3) 10ft. X 3ft. X 41ft. LONG RCB | 1933 | 34.48052778 | -95.28398611 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.6 | 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 | 530 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4368 BRKEY
3948 NBI No.
3948 On Under
1 Structure No.
6404 2784 X Control No.
004 Lane Ind.
Milepoint
27840 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
9.40 SE JCT SH-2 Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
530 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
FG Appr. Roadway Width
32.001 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.9 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
848 Future ADT Year
2042 Bypass Detour
2.995009 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
03948 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 3ft. X 41ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 2784 X H Index
100 Latitude
34:28:49.9 Longitude
-95:17:02.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
018 NBI Text
03948 Vault Link
http://plansrv1/bridgemaintvault/b03948 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
34.48052778 Longitude DD
-95.28398611 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4368 x
-10606964.8145185 y
4093509.12214998 |
|||||||||||||||||||||||||||||||||||||
| 03947 | 0406 2447 X | 3947 | — | U.S. 64 | CREEK | 0406 2447 X | 3-10ft.X 8ft.X 39.3ft. R.C. BOX. | 1933 | 36.84820278 | -100.09681944 | 32.152 | 39.301 | — | 3 | 0 | 2 | 37.3 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4367 BRKEY
3947 NBI No.
3947 On Under
1 Structure No.
0406 2447 X Control No.
006 Lane Ind.
Milepoint
24470 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
007 Location
5.5 MI.W.OF HARPER CL Sufficiency
91.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.3 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
1933 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
2 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
39.301 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
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
67.72946 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
03947 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 39.3ft. R.C. BOX. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0406 2447 X H Index
89.0932 Latitude
36:50:53.53 Longitude
-100:05:48.55 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
5 Local Bridge ID
-1 NBI Text
03947 Vault Link
http://plansrv1/bridgemaintvault/b03947 GIS FO/SD
Meets Standards H Inv. Method
19.1 Latitude DD
36.84820278 Longitude DD
-100.09681944 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4367 x
-11142726.970087 y
4417969.28049956 |
|||||||||||||||||||||||||||||||||||||
| 03946 | 6404 2164 X | 3946 | — | U.S. 271 | CREEK | 6404 2164 X | (3) 10ft. X 3ft. X 40ft. LONG RCB | 1933 | 34.435425 | -95.36293333 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.7 | Good (7) | 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) | C | 530 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4366 BRKEY
3946 NBI No.
3946 On Under
1 Structure No.
6404 2164 X Control No.
004 Lane Ind.
Milepoint
21640 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
21.64 NE JCT SH-3 Sufficiency
85.7 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
530 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
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.9 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
848 Future ADT Year
2042 Bypass Detour
123.652866 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
03946 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 3ft. X 40ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 2164 X H Index
100 Latitude
34:26:07.53 Longitude
-95:21:46.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
014 NBI Text
03946 Vault Link
http://plansrv1/bridgemaintvault/b03946 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
34.435425 Longitude DD
-95.36293333 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4366 x
-10615753.1788485 y
4087419.89634733 |
|||||||||||||||||||||||||||||||||||||
| 03945 | 2704 1815 X | 3945 | — | U.S. 60 | CREEK | 2704 1815 X | 3-10ft. X 8ft. X 37ft. R.C. BOX | 1933 | 36.69492778 | -97.49407222 | 32.001 | 39 | — | 3 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | 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) | C | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4365 BRKEY
3945 NBI No.
3945 On Under
1 Structure No.
2704 1815 X Control No.
004 Lane Ind.
Milepoint
18150 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
04 County
053 Location
1.8 MI W KAY C/L Sufficiency
93.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.001 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
1933 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
39 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
5 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
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
27.961703 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
9999 Min Measured Clearance
9999 NBI Rating
03945 ODOT County
27 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 8ft. X 37ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2704 1815 X H Index
67 Latitude
36:41:41.74 Longitude
-97:29:38.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03945 Vault Link
http://plansrv1/bridgemaintvault/b03945 GIS FO/SD
Meets Standards H Inv. Method
19.1 Latitude DD
36.69492778 Longitude DD
-97.49407222 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4365 x
-10852990.474893 y
4396668.53459487 |
|||||||||||||||||||||||||||||||||||||
| 03944 | 7702 1814 X | 3944 | — | U.S. 183 | CREEK | 7702 1814 X | 3-10ft.X 3ft.X 179ft. R.C.B | 1933 | 36.296439 | -99.213983 | 33.136 | 179 | — | 3 | 0 | 4 | 177 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.5 | 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 | 4300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4364 BRKEY
3944 NBI No.
3944 On Under
1 Structure No.
7702 1814 X Control No.
002 Lane Ind.
Milepoint
18140 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
0.2 MI SE JCT SH 50 Sufficiency
86.5 Kind Hwy
2 Level Service
1 Route No.
00183 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
1933 ADT Total
4300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
177 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
179 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
57.4 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
39.767756 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
03944 ODOT County
77 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 3ft.X 179ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7702 1814 X H Index
99.2624 Latitude
36:17:47.18 Longitude
-99:12:50.34 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
03944 Vault Link
http://plansrv1/bridgemaintvault/b03944 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
36.296439 Longitude DD
-99.213983 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4364 x
-11044450.0671325 y
4341487.96100119 |
|||||||||||||||||||||||||||||||||||||
| 03943 | 7114 1739 X | 3943 | — | S.H. 5 | CREEK | 7114 1739 X | 3-10ft.x8ft.x82ft. RDY. R.C.B. | 1933 | 34.39106667 | -98.71166389 | 34.121 | 84.003 | — | 3 | 0 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 750 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4363 BRKEY
3943 NBI No.
3943 On Under
1 Structure No.
7114 1739 X Control No.
014 Lane Ind.
Milepoint
17390 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
4.6 MI W COTTON C/L Sufficiency
91.4 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 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
1933 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
82.001 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
34.121 Deck Width
84.003 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
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.7 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03943 ODOT County
71 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.x8ft.x82ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 1739 X H Index
67 Latitude
34:23:27.84 Longitude
-98:42:41.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03943 Vault Link
http://plansrv1/bridgemaintvault/b03943 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
34.39106667 Longitude DD
-98.71166389 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4363 x
-10988532.1595916 y
4081434.38179266 |
|||||||||||||||||||||||||||||||||||||
| 03852 | 7538 0259 X | 3852 | — | S.H. 54B | CREEK | 7538 0259 X | 7.5ft.-7ft.-7.5ft. REINF. CONC. SLAB SPANS | 1933 | 35.34860556 | -98.68333056 | 23.95 | 26.001 | — | 3 | 0 | 2 | 24.003 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 160 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4362 BRKEY
3852 NBI No.
3852 On Under
1 Structure No.
7538 0259 X Control No.
038 Lane Ind.
Milepoint
02590 Facility Carried
S.H. 54B Feature Intersected
CREEK Division
05 County
149 Location
2.6 MI E JCT S.H. 54 Sufficiency
84.2 Kind Hwy
3 Level Service
1 Route No.
0054B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 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
1933 ADT Total
160 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
01 Length
23.95 Deck Width
26.001 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03852 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
7.5ft.-7ft.-7.5ft. REINF. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7538 0259 X H Index
75.2314 Latitude
35:20:54.98 Longitude
-98:40:59.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54B Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03852 Vault Link
http://plansrv1/bridgemaintvault/b03852 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.34860556 Longitude DD
-98.68333056 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4362 x
-10985378.1077235 y
4211356.74213026 |
|||||||||||||||||||||||||||||||||||||
| 03851 | 3020 0249 X | 3851 | — | U.S. 283 | CREEK | 3020 0249 X | 3-8ft.X 3ft.X 39ft. R.C. B | 1933 | 36.86306667 | -99.96277222 | 26.903 | 38.999 | — | 3 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 790 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4361 BRKEY
3851 NBI No.
3851 On Under
1 Structure No.
3020 0249 X Control No.
020 Lane Ind.
Milepoint
02490 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
059 Location
2.5 MI N JCT US 64 Sufficiency
99.8 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
790 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
38.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.5 HS Inv. Rating Method
1 HS Inv. Method
39.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1264 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03851 ODOT County
30 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 3ft.X 39ft. R.C. B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3020 0249 X H Index
82.8895 Latitude
36:51:47.04 Longitude
-99:57:45.98 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
03851 Vault Link
http://plansrv1/bridgemaintvault/b03851 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
36.86306667 Longitude DD
-99.96277222 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4361 x
-11127804.9018144 y
4420037.19532629 |
|||||||||||||||||||||||||||||||||||||
| 03850 | 2714 0240 X | 3850 | — | S.H. 11 | CREEK | 2714 0240 X | 3-8ft. X 6 X 38.5ft. R.C.B | 1926 | 36.81062778 | -97.68994722 | 26.001 | 40.5 | — | 3 | 0 | 2 | 38.497 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4360 BRKEY
3850 NBI No.
3850 On Under
1 Structure No.
2714 0240 X Control No.
014 Lane Ind.
Milepoint
02400 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
053 Location
2.4 MI E JCT US 81 Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.497 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
38.497 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 Deck Width
40.5 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
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
2042 Bypass Detour
17.999955 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
9999 Min Measured Clearance
9999 NBI Rating
03850 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 6 X 38.5ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2714 0240 X H Index
92.1147 Latitude
36:48:38.26 Longitude
-97:41:23.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03850 Vault Link
http://plansrv1/bridgemaintvault/b03850 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.81062778 Longitude DD
-97.68994722 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4360 x
-10874795.1801522 y
4412743.51086584 |
|||||||||||||||||||||||||||||||||||||
| 03849 | 2510 0224 X | 3849 | — | S.H. 19 | CREEK | 2510 0224 X | 2-10ft. X 7ft. X 37ft. RDY | 1933 | 34.80537222 | -97.36971944 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4359 BRKEY
3849 NBI No.
3849 On Under
1 Structure No.
2510 0224 X Control No.
010 Lane Ind.
Milepoint
02240 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
03 County
049 Location
2.2 MI E JCT SH 74 Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00019 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
1933 ADT Total
2800 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
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
19.883878 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
03849 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 7ft. X 37ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2510 0224 X H Index
98.7427 Latitude
34:48:19.34 Longitude
-97:22:10.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03849 Vault Link
http://plansrv1/bridgemaintvault/b03849 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.80537222 Longitude DD
-97.36971944 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4359 x
-10839147.5867447 y
4137463.36073949 |
|||||||||||||||||||||||||||||||||||||
| 03848 | 7602 0212 X | 3848 | — | U.S. 64 | CREEK | 7602 0212 X | 2-10X8X45.4ft. RCB | 1933 | 36.84103056 | -99.280175 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 830 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4358 BRKEY
3848 NBI No.
3848 On Under
1 Structure No.
7602 0212 X Control No.
002 Lane Ind.
Milepoint
02120 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
2.2 MI E HARPER CO Sufficiency
91.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
45.4 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
1933 ADT Total
830 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
27.999 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
65.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2042 Bypass Detour
67.72946 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
03848 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
2-10X8X45.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7602 0212 X H Index
96.3736 Latitude
36:50:27.71 Longitude
-99:16:48.63 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
5 Local Bridge ID
-1 NBI Text
03848 Vault Link
http://plansrv1/bridgemaintvault/b03848 GIS FO/SD
Meets Standards H Inv. Method
36.6 Latitude DD
36.84103056 Longitude DD
-99.280175 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4358 x
-11051818.5268671 y
4416971.6007126 |
|||||||||||||||||||||||||||||||||||||
| 03847 | 5108 0182 X | 3847 | — | U.S. 64 | COAL CREEK TRIB. | 5108 0182 X | 2-10ft.X 7ft.X 37ft. R.C.B | 1933 | 35.83631667 | -95.69066944 | 23.95 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88 | 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 | 3000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4357 BRKEY
3847 NBI No.
3847 On Under
1 Structure No.
5108 0182 X Control No.
008 Lane Ind.
Milepoint
01820 Facility Carried
U.S. 64 Feature Intersected
COAL CREEK TRIB. Division
01 County
101 Location
1.9 MI SE C/L Sufficiency
88 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
3000 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
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 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
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03847 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 7ft.X 37ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5108 0182 X H Index
67 Latitude
35:50:10.74 Longitude
-95:41:26.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 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
03847 Vault Link
http://plansrv1/bridgemaintvault/b03847 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.83631667 Longitude DD
-95.69066944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4357 x
-10652236.5957283 y
4278122.10929634 |
|||||||||||||||||||||||||||||||||||||
| 03756 | 3516 1738 X | 3756 | — | S.H. 22 | ROCK CREEK | 3516 1738 X | 3-36ft. I-BM SPANS | 1932 | 34.14338333 | -96.54348056 | 108.924 | 26.903 | — | 3 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.2 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 420 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4356 BRKEY
3756 NBI No.
3756 On Under
1 Structure No.
3516 1738 X Control No.
016 Lane Ind.
Milepoint
17380 Facility Carried
S.H. 22 Feature Intersected
ROCK CREEK Division
03 County
069 Location
2.4 MI W JCT SH78 Sufficiency
76.2 Kind Hwy
3 Level Service
1 Route No.
00022 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
420 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
672 Future ADT Year
2042 Bypass Detour
13.048795 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
03756 ODOT County
35 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
3-36ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3516 1738 X H Index
96.0299 Latitude
34:08:36.18 Longitude
-96:32:36.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 22 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
03756 Vault Link
http://plansrv1/bridgemaintvault/b03756 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.14338333 Longitude DD
-96.54348056 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4356 x
-10747171.0953495 y
4048071.19172475 |
|||||||||||||||||||||||||||||||||||||
| 03755 | 6240R1403 X | 3755 | — | S.H. 99 | CLEAR BOGGY CREEK | 6240 1403 X | 100ft. PONY TRUSS SPAN | 1932 | 34.68555 | -96.63482222 | 103.018 | 22.966 | — | 1 | 0 | 2 | 21.982 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 8.1 | Serious (3) | Poor (4) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
4355 BRKEY
3755 NBI No.
3755 On Under
1 Structure No.
6240R1403 X Control No.
040 Lane Ind.
Milepoint
14030 Facility Carried
S.H. 99 Feature Intersected
CLEAR BOGGY CREEK Division
03 County
123 Location
2.3 MI S JCT SH 3 Sufficiency
8.1 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 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
1932 ADT Total
2300 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.152 Span Type Main
M Material
3 - Steel Design
10 Length
103.018 Deck Width
22.966 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
8 Deck Rating
4 Super Rating
3 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.455 HS Inv. Rating Method
1 HS Inv. Method
24.251 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2029 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03755 ODOT County
62 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
100ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6240 1403 X H Index
56.1949 Latitude
34:41:07.98 Longitude
-96:38:05.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
_ Scour
U Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03755 Vault Link
http://plansrv1/bridgemaintvault/b03755 GIS FO/SD
SD H Inv. Method
15.322 Latitude DD
34.68555 Longitude DD
-96.63482222 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4355 x
-10757339.2024289 y
4121230.32959214 |
|||||||||||||||||||||||||||||||||||||
| 03754 | 3404 0795 X | 3754 | — | U.S. 70 | CREEK | 3404 0795 X | 3 - 36ft. I-BEAM SPANS WITH 2 18ft. SAFETY CURBS | 1932 | 34.15837222 | -97.84257778 | 109.331 | 30.171 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.3 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4354 BRKEY
3754 NBI No.
3754 On Under
1 Structure No.
3404 0795 X Control No.
004 Lane Ind.
Milepoint
07950 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
067 Location
8.0 MI E JCT US81 Sufficiency
81.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
109.331 Deck Width
30.171 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03754 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 36ft. I-BEAM SPANS WITH 2 18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3404 0795 X H Index
86.3512 Latitude
34:09:30.14 Longitude
-97:50:33.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
010 NBI Text
03754 Vault Link
http://plansrv1/bridgemaintvault/b03754 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.15837222 Longitude DD
-97.84257778 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4354 x
-10891785.9363709 y
4050087.42165072 |
|||||||||||||||||||||||||||||||||||||
| 03753 | 6240R0755 X | 3753 | — | S.H. 99 | MILL CREEK | 6240 0755 X | 100ft. PONY TRUSS SPAN | 1932 | 34.60995278 | -96.63368611 | 103.018 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 7 | Serious (3) | Critical (2) | Serious (3) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
4353 BRKEY
3753 NBI No.
3753 On Under
1 Structure No.
6240R0755 X Control No.
040 Lane Ind.
Milepoint
07550 Facility Carried
S.H. 99 Feature Intersected
MILL CREEK Division
03 County
123 Location
8.9 MI S JCT SH 3 Sufficiency
7 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1932 ADT Total
2600 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
103.018 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
2 Super Rating
3 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41.447 HS Inv. Rating Method
1 HS Inv. Method
24.912 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2025 Bypass Detour
44.738726 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
03753 ODOT County
62 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
100ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6240 0755 X H Index
51.4137 Latitude
34:36:35.83 Longitude
-96:38:01.27 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03753 Vault Link
http://plansrv1/bridgemaintvault/b03753 GIS FO/SD
SD H Inv. Method
15.653 Latitude DD
34.60995278 Longitude DD
-96.63368611 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4353 x
-10757212.7312422 y
4111000.81038631 |
|||||||||||||||||||||||||||||||||||||
| 03752 | 0420R0496 X | 3752 | — | U.S. 270 | AURORA CREEK | 0420 0496 X | 3-36ft. I-BM. SPANS. | 1932 | 36.83546944 | -100.51409167 | 108.924 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 15.2 | Serious (3) | Fair (5) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
4352 BRKEY
3752 NBI No.
3752 On Under
1 Structure No.
0420R0496 X Control No.
020 Lane Ind.
Milepoint
04960 Facility Carried
U.S. 270 Feature Intersected
AURORA CREEK Division
06 County
007 Location
5.1 MI.S. JCT. US64 Sufficiency
15.2 Kind Hwy
2 Level Service
1 Route No.
00270 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
1932 ADT Total
1700 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
27.001 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
5 Super Rating
4 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
44.423 HS Inv. Rating Method
1 HS Inv. Method
26.566 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2035 Bypass Detour
57.787521 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
03752 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
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-36ft. I-BM. SPANS. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0420 0496 X H Index
58.3859 Latitude
36:50:07.69 Longitude
-100:30:50.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
03752 Vault Link
http://plansrv1/bridgemaintvault/b03752 GIS FO/SD
SD H Inv. Method
17.747 Latitude DD
36.83546944 Longitude DD
-100.51409167 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4352 x
-11189177.5022528 y
4416198.09472342 |