ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 20049 | 6912 0190 X | 20049 | Stephens | S.H. 29 | CREEK | 6912 0190 X | 2-10ft.X 6ft.X 98ft. R.C.BOX | 1982 | 34.63784722 | -97.93216667 | 22.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | 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) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19707 BRKEY
20049 NBI No.
20049 On Under
1 Structure No.
6912 0190 X Control No.
012 Lane Ind.
Milepoint
01900 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
07 County
137 Location
1.9 MI E JCT US81 Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1982 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
47.2 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
-1 Min Measured Clearance
-1 NBI Rating
20049 ODOT County
69 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 98ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6912 0190 X H Index
99.835 Latitude
34:38:16.25 Longitude
-97:55:55.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17 NBI Text
20049 Vault Link
http://plansrv1/bridgemaintvault/b20049 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.63784722 Longitude DD
-97.93216667 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19707 x
-10901758.9259864 y
4114774.29084191 |
|||||||||||||||||||||||||||||||||||||
| 20048 | 5706 0155 X | 20048 | Osage | U.S. 60 | CREEK | 5706 0155 X | 2-10ft.X 8ft.X 84ft. R.C.B | 1982 | 36.69159722 | -96.313825 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19706 BRKEY
20048 NBI No.
20048 On Under
1 Structure No.
5706 0155 X Control No.
006 Lane Ind.
Milepoint
01550 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
1.5 MI. N. JCT SH 11 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
11.806053 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
20048 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 84ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5706 0155 X H Index
100 Latitude
36:41:29.75 Longitude
-96:18:49.77 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
5 Local Bridge ID
-1 NBI Text
20048 Vault Link
http://plansrv1/bridgemaintvault/b20048 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.69159722 Longitude DD
-96.313825 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19706 x
-10721605.9553525 y
4396206.15617937 |
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| 19956 | 1037 0306NX | 19956 | Carter | U.S. 70 | CREEK | 1037 0306NX | (3) 30ft. CONCRETE SLAB SPANS | 1981 | 34.13495833 | -97.10319444 | 89.895 | 45.699 | — | 3 | 0 | 2 | 42.7 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19701 BRKEY
19956 NBI No.
19956 On Under
1 Structure No.
1037 0306NX Control No.
037 Lane Ind.
N Milepoint
03060 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
3.0 MI E JCT I-35 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.7 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1981 ADT Total
2950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.7 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
89.895 Deck Width
45.699 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
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4720 Future ADT Year
2042 Bypass Detour
0.124274 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
19956 ODOT County
10 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) 30ft. CONCRETE SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0306NX H Index
86.1943 Latitude
34:08:05.85 Longitude
-97:06:11.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
079 NBI Text
19956 Vault Link
http://plansrv1/bridgemaintvault/b19956 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.13495833 Longitude DD
-97.10319444 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19701 x
-10809478.159461 y
4046938.06022999 |
|||||||||||||||||||||||||||||||||||||
| 19955 | 2139 0274 X | 19955 | Delaware | S.H. 116 | CLOUD CREEK | 2139 0274 X | 3-30ft. CONC SLAB SPAN | 1981 | 36.2641 | -94.71810833 | 91.001 | 33.999 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 990 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19700 BRKEY
19955 NBI No.
19955 On Under
1 Structure No.
2139 0274 X Control No.
039 Lane Ind.
Milepoint
02740 Facility Carried
S.H. 116 Feature Intersected
CLOUD CREEK Division
08 County
041 Location
2.8 MI E US59 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00116 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1981 ADT Total
990 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
01 Length
91.001 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 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
1 HS Operating Rating
84 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1584 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19955 ODOT County
21 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
3-30ft. CONC SLAB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2139 0274 X H Index
100 Latitude
36:15:50.76 Longitude
-94:43:05.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 116 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19955 Vault Link
http://plansrv1/bridgemaintvault/b19955 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.2641 Longitude DD
-94.71810833 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19700 x
-10543971.5881977 y
4337022.23992924 |
|||||||||||||||||||||||||||||||||||||
| 20047 | 6526 0050 X | 20047 | Roger Mills | S.H. 47A | CREEK | 6526 0050 X | 5-48ft. X 31ft. RDY. C.G.M.P. W/ CONC HDWLS. | 1982 | 35.617181 | -99.690486 | 25.919 | 33.002 | — | 5 | 0 | 2 | 31.001 | 3 - Steel | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 40 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19687 BRKEY
20047 NBI No.
20047 On Under
1 Structure No.
6526 0050 X Control No.
026 Lane Ind.
Milepoint
00500 Facility Carried
S.H. 47A Feature Intersected
CREEK Division
05 County
129 Location
0.5 MI NW OF S.H. 47 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
0047A Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1982 ADT Total
40 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 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
24.003 Span Type Main
M Material
3 - Steel Design
19 Length
25.919 Deck Width
33.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
64 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20047 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-48ft. X 31ft. RDY. C.G.M.P. W/ CONC HDWLS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6526 0050 X H Index
64.96 Latitude
35:37:01.85 Longitude
-99:41:25.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20047 Vault Link
http://plansrv1/bridgemaintvault/b20047 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.617181 Longitude DD
-99.690486 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19687 x
-11097494.138454 y
4248073.11861104 |
|||||||||||||||||||||||||||||||||||||
| 19945 | 5509 0073EXF | 19945 | Oklahoma | I-35 E. FRONTAGE | BEAVER CREEK | 5509 0073EXF | (13ft.-17ft.-13ft.)X 15ft.X 193ft. R.C.BOX SK.60 DEG. W/ 3ft. ADDITIONAL CURTAIN WALL | 1981 | 35.55196389 | -97.45419722 | 53.999 | 0 | — | 3 | 30 | 3 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19654 BRKEY
19945 NBI No.
19945 On Under
1 Structure No.
5509 0073EXF Control No.
009 Lane Ind.
E Milepoint
00730 Facility Carried
I-35 E. FRONTAGE Feature Intersected
BEAVER CREEK Division
04 County
109 Location
0.7 MI N I-44 Sufficiency
88.6 Kind Hwy
2 Level Service
8 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1981 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
3 Fill RCB
15 Appr. Roadway Width
45 Span Type Main
M Material
1 - Concrete Design
19 Length
53.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
265.4 HS Inv. Rating Method
1 HS Inv. Method
158.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
9.999999 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
9999 Min Measured Clearance
9999 NBI Rating
19945 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 15ft.X 193ft. R.C.BOX SK.60 DEG. W/ 3ft. ADDITIONAL CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5509 0073EXF H Index
96.571 Latitude
35:33:07.07 Longitude
-97:27:15.11 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 FRONTAGE RD. Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
19945 Vault Link
http://plansrv1/bridgemaintvault/b19945 GIS FO/SD
Meets Standards H Inv. Method
138.9 Latitude DD
35.55196389 Longitude DD
-97.45419722 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19654 x
-10848551.6101977 y
4239146.13485365 |
|||||||||||||||||||||||||||||||||||||
| 19935 | 4706 1136 X | 19935 | Major | U.S. 60 | CREEK | 4706 1136 X | 3-12X10X246ft. RCB SK 60 RF | 1981 | 36.39074722 | -98.23780833 | 43.963 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19608 BRKEY
19935 NBI No.
19935 On Under
1 Structure No.
4706 1136 X Control No.
006 Lane Ind.
Milepoint
11360 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
06 County
093 Location
0.4 MI E JCT SH 58 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00060 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
1981 ADT Total
6400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
43.963 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
27.961703 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
19935 ODOT County
47 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
3-12X10X246ft. RCB SK 60 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4706 1136 X H Index
92.2033 Latitude
36:23:26.69 Longitude
-98:14:16.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19935 Vault Link
http://plansrv1/bridgemaintvault/b19935 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.39074722 Longitude DD
-98.23780833 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19608 x
-10935782.7999428 y
4354521.65087491 |
|||||||||||||||||||||||||||||||||||||
| 19934 | 7626 0127 X | 19934 | Woods | S.H. 50 | CREEK | 7626 0127 X | (13-17-13)X7X46.4ft. | 1981 | 36.785822 | -99.115331 | 44.948 | 0 | — | 3 | 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 | 950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19607 BRKEY
19934 NBI No.
19934 On Under
1 Structure No.
7626 0127 X Control No.
026 Lane Ind.
Milepoint
01270 Facility Carried
S.H. 50 Feature Intersected
CREEK Division
06 County
151 Location
1.6 MI N WOODWARD CO Sufficiency
92.8 Kind Hwy
3 Level Service
1 Route No.
00050 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.299 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
1981 ADT Total
950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1520 Future ADT Year
2042 Bypass Detour
52.816551 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
19934 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
(13-17-13)X7X46.4ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7626 0127 X H Index
91.1592 Latitude
36:47:08.96 Longitude
-99:06:55.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 50 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19934 Vault Link
http://plansrv1/bridgemaintvault/b19934 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.785822 Longitude DD
-99.115331 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19607 x
-11033468.1767268 y
4409295.03495188 |
|||||||||||||||||||||||||||||||||||||
| 20103 | 1037 1074 X | 20103 | Carter | U.S. 70 | CREEK | 1037 1074 X | (3) 10ft. X 10in. X 200ft. RCB SKEWED 30° | 1982 | 34.10310833 | -96.97630556 | 38.058 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.6 | 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 | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19545 BRKEY
20103 NBI No.
20103 On Under
1 Structure No.
1037 1074 X Control No.
037 Lane Ind.
Milepoint
10740 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
10.7 MI E JCT I-35 Sufficiency
96.6 Kind Hwy
2 Level Service
1 Route No.
00070 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
1982 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20103 ODOT County
10 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 10in. X 200ft. RCB SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 1074 X H Index
96.5851 Latitude
34:06:11.19 Longitude
-96:58:34.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
084 NBI Text
20103 Vault Link
http://plansrv1/bridgemaintvault/b20103 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.10310833 Longitude DD
-96.97630556 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19545 x
-10795352.9539521 y
4042655.37269021 |
|||||||||||||||||||||||||||||||||||||
| 20102 | 1037 0987 X | 20102 | Carter | U.S. 70 | WILSON CREEK | 1037 0987 X | (3) 10ft. X 14ft. X 180ft. RCB | 1982 | 34.10844722 | -96.99020556 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19544 BRKEY
20102 NBI No.
20102 On Under
1 Structure No.
1037 0987 X Control No.
037 Lane Ind.
Milepoint
09870 Facility Carried
U.S. 70 Feature Intersected
WILSON CREEK Division
07 County
019 Location
9.8 MI E JCT I-35 Sufficiency
96.6 Kind Hwy
2 Level Service
1 Route No.
00070 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
1982 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20102 ODOT County
10 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 14ft. X 180ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0987 X H Index
92.6924 Latitude
34:06:30.41 Longitude
-96:59:24.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
083 NBI Text
20102 Vault Link
http://plansrv1/bridgemaintvault/b20102 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.10844722 Longitude DD
-96.99020556 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19544 x
-10796900.2948741 y
4043373.15021765 |
|||||||||||||||||||||||||||||||||||||
| 20101 | 4010 0959 X | 20101 | Le Flore | U.S. 270 | CREEK | 4010 0959 X | (2) 12ft. X 9ft. X 75ft. RCB SK 30° | 1982 | 34.96965278 | -94.76341111 | 31.201 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.6 | 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 | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19525 BRKEY
20101 NBI No.
20101 On Under
1 Structure No.
4010 0959 X Control No.
010 Lane Ind.
Milepoint
09590 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
079 Location
9.59 E LATIMER C/L Sufficiency
89.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
75 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
1982 ADT Total
4900 ADT Year
2022 Design Load
HS 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
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
31.201 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
28.2 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
20101 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 12ft. X 9ft. X 75ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4010 0959 X H Index
94.6012 Latitude
34:58:10.75 Longitude
-94:45:48.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
069 NBI Text
20101 Vault Link
http://plansrv1/bridgemaintvault/b20101 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.96965278 Longitude DD
-94.76341111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19525 x
-10549014.6705988 y
4159757.84245221 |
|||||||||||||||||||||||||||||||||||||
| 20100 | 6912 0070 X | 20100 | Stephens | S.H. 29 | CREEK | 6912 0070 X | 2-10ft.X 8ft.X 85ft. R.C.B | 1982 | 34.64475556 | -97.94423611 | 29.902 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19524 BRKEY
20100 NBI No.
20100 On Under
1 Structure No.
6912 0070 X Control No.
012 Lane Ind.
Milepoint
00700 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
07 County
137 Location
0.7 MI E OF JCT US 81 Sufficiency
87.6 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1982 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
29.902 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
47.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20100 ODOT County
69 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 85ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6912 0070 X H Index
98.6585 Latitude
34:38:41.12 Longitude
-97:56:39.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16 NBI Text
20100 Vault Link
http://plansrv1/bridgemaintvault/b20100 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.64475556 Longitude DD
-97.94423611 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19524 x
-10903102.4899014 y
4115709.02745979 |
|||||||||||||||||||||||||||||||||||||
| 20099 | 5710 0036 X | 20099 | Osage | S.H. 11 | CREEK | 5710 0036 X | 2-12ft.X 9ft.X 221ft. R.C. BOX SK. 60 DEG. | 1982 | 36.662375 | -96.31357778 | 30.84 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19523 BRKEY
20099 NBI No.
20099 On Under
1 Structure No.
5710 0036 X Control No.
010 Lane Ind.
Milepoint
00360 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
08 County
113 Location
0.5 MI.S. JCT. US60 Sufficiency
84.8 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
1982 ADT Total
2800 ADT Year
2022 Design Load
HS 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
25 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
4.97097 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
20099 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
2-12ft.X 9ft.X 221ft. R.C. BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5710 0036 X H Index
85.8495 Latitude
36:39:44.55 Longitude
-96:18:48.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20099 Vault Link
http://plansrv1/bridgemaintvault/b20099 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.662375 Longitude DD
-96.31357778 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19523 x
-10721578.4349479 y
4392150.1220861 |
|||||||||||||||||||||||||||||||||||||
| 20098 | 6622 0018 X | 20098 | Rogers | S.H. 88 | CREEK | 6622 0018 X | 3-10ft.X4ft.X59ft. RCB | 1982 | 36.16798611 | -95.51975833 | 33.136 | 0 | — | 3 | 0 | 3 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19522 BRKEY
20098 NBI No.
20098 On Under
1 Structure No.
6622 0018 X Control No.
022 Lane Ind.
Milepoint
00180 Facility Carried
S.H. 88 Feature Intersected
CREEK Division
08 County
131 Location
0.4 MI N.OF OLD SH 33 Sufficiency
74.4 Kind Hwy
3 Level Service
1 Route No.
00088 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
57.999 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
1982 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
3 Fill RCB
3 Appr. Roadway Width
57.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20098 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X4ft.X59ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6622 0018 X H Index
98.1624 Latitude
36:10:04.75 Longitude
-95:31:11.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 88 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20098 Vault Link
http://plansrv1/bridgemaintvault/b20098 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.16798611 Longitude DD
-95.51975833 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19522 x
-10633210.8579921 y
4323760.68884544 |
|||||||||||||||||||||||||||||||||||||
| 20005 | 7292 0007 XR | 20005 | Tulsa | 8TH ST TO US64 EB | U.S64/75/SH51/13/DETROIT | 7292 0007 XR | REINF. CONC. BOX GIR | 1981 | 36.145469 | -95.980097 | 1187.999 | 31.001 | — | 13 | 99 | 1 | 28.301 | 2 - Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19519 BRKEY
20005 NBI No.
20005 On Under
1 Structure No.
7292 0007 XR Control No.
092 Lane Ind.
Milepoint
00070 Facility Carried
8TH ST TO US64 EB Feature Intersected
U.S64/75/SH51/13/DETROIT Division
08 County
143 Location
JCT I-444 & SH 51 Sufficiency
89 Kind Hwy
1 Level Service
7 Route No.
00444 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1981 ADT Total
32000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
13 Road Width
28.301 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
05 Length
1187.999 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
51200 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
2500 Min Measured Clearance
1608 NBI Rating
20005 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
REINF. CONC. BOX GIR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7292 0007 XR H Index
95.732 Latitude
36:08:43.69 Longitude
-95:58:48.35 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
8TH ST RAMP TO US64/SH51 EB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
20005 Vault Link
http://plansrv1/bridgemaintvault/b20005 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.145469 Longitude DD
-95.980097 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19519 x
-10684455.524329 y
4320656.18772222 |
|||||||||||||||||||||||||||||||||||||
| 20004 | 2412 1308EX | 20004 | Garfield | U.S. 81 | UP R.R. & VANCE RD. UND | 2412 1308EX | 60ft.,2(2-116ft. CONT.)(2-60ft.CON)61.54ft.,(2-89ft. CONT.) PLATES GIRDER SPANS | 1981 | 36.35444444 | -97.88972222 | 883.999 | 43.701 | — | 10 | 45 | 2 | 40.699 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.9 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 5250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19518 BRKEY
20004 NBI No.
20004 On Under
1 Structure No.
2412 1308EX Control No.
012 Lane Ind.
E Milepoint
13080 Facility Carried
U.S. 81 Feature Intersected
UP R.R. & VANCE RD. UND Division
04 County
047 Location
2.6 MI S US60 IN ENID Sufficiency
81.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
40.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1981 ADT Total
5250 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
10 Road Width
40.699 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
3.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
883.999 Deck Width
43.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.6 HS Inv. Rating Method
1 HS Inv. Method
41.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1600 Min Measured Clearance
1411 NBI Rating
20004 ODOT County
24 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.,2(2-116ft. CONT.)(2-60ft.CON)61.54ft.,(2-89ft. CONT.) PLATES GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2412 1308EX H Index
76.4366 Latitude
36:21:16 Longitude
-97:53:23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23 NBI Text
20004 Vault Link
http://plansrv1/bridgemaintvault/b20004 GIS FO/SD
FO H Inv. Method
23.2 Latitude DD
36.35444444 Longitude DD
-97.88972222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
19518 x
-10897034.0314254 y
4349502.62468826 |
|||||||||||||||||||||||||||||||||||||
| 20003 | 7292 0007WX | 20003 | Tulsa | I-444 | DETROIT & 13 ST. UNDER | 7292 0007WX | 89ft.,102ft.,3-90ft.,80ft.,5 | 1981 | 36.14311389 | -95.980975 | 597.113 | 37.999 | — | 7 | 99 | 1 | 28.301 | 2 - Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19517 BRKEY
20003 NBI No.
20003 On Under
1 Structure No.
7292 0007WX Control No.
092 Lane Ind.
W Milepoint
00070 Facility Carried
I-444 Feature Intersected
DETROIT & 13 ST. UNDER Division
08 County
143 Location
0.07 MI N SH 51 Sufficiency
94.8 Kind Hwy
1 Level Service
1 Route No.
00444 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1981 ADT Total
23000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
7 Road Width
28.301 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
16.499 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
05 Length
597.113 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
1701 Min Measured Clearance
1602 NBI Rating
20003 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
89ft.,102ft.,3-90ft.,80ft.,5 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7292 0007WX H Index
96.8811 Latitude
36:08:35.21 Longitude
-95:58:51.51 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
I-444 Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20003 Vault Link
http://plansrv1/bridgemaintvault/b20003 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.14311389 Longitude DD
-95.980975 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19517 x
-10684553.2628419 y
4320331.53317005 |
|||||||||||||||||||||||||||||||||||||
| 20002 | 7292 0000EX | 20002 | Tulsa | U.S. 64 EB US75NB | US64/SH51WB/13ST/DETROIT | 7292 0000EX | 90ft.,62ft.,90ft.,3-73ft.,46 | 1981 | 36.142911 | -95.979047 | 580.052 | 31.299 | — | 8 | 99 | 1 | 28.301 | 2 - Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 22850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19516 BRKEY
20002 NBI No.
20002 On Under
1 Structure No.
7292 0000EX Control No.
092 Lane Ind.
E Milepoint
00000 Facility Carried
U.S. 64 EB US75NB Feature Intersected
US64/SH51WB/13ST/DETROIT Division
08 County
143 Location
JCT I-444 & SH-51 Sufficiency
95.8 Kind Hwy
1 Level Service
1 Route No.
00444 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1981 ADT Total
22850 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
8 Road Width
28.301 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
05 Length
580.052 Deck Width
31.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.7 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
36560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
1605 Min Measured Clearance
1504 NBI Rating
20002 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.,62ft.,90ft.,3-73ft.,46 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7292 0000EX H Index
76.4325 Latitude
36:08:34.48 Longitude
-95:58:44.57 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
U.S. 64 EB US75NB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20002 Vault Link
http://plansrv1/bridgemaintvault/b20002 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
36.142911 Longitude DD
-95.979047 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19516 x
-10684338.6388637 y
4320303.56501223 |
|||||||||||||||||||||||||||||||||||||
| 19999 | 0104 0666 X | 19999 | Adair | U.S. 59 | BARREN FORK CREEK | 0104 0666 X | 4-100ft. PRESTRESSED CONC. BM. SPANS | 1981 | 35.91888333 | -94.62000833 | 401.903 | 45.699 | — | 4 | 0 | 2 | 42.7 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.2 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19495 BRKEY
19999 NBI No.
19999 On Under
1 Structure No.
0104 0666 X Control No.
004 Lane Ind.
Milepoint
06660 Facility Carried
U.S. 59 Feature Intersected
BARREN FORK CREEK Division
01 County
001 Location
6.6 MI.N.JCT.SH 51 Sufficiency
72.2 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.7 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1981 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
42.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
401.903 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.9 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
32.932673 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
-1 Min Measured Clearance
-1 NBI Rating
19999 ODOT County
01 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0104 0666 X H Index
86.9975 Latitude
35:55:07.98 Longitude
-94:37:12.03 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
5 Local Bridge ID
19999 NBI Text
19999 Vault Link
http://plansrv1/bridgemaintvault/b19999 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
35.91888333 Longitude DD
-94.62000833 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19495 x
-10533051.1461509 y
4289465.57609054 |
|||||||||||||||||||||||||||||||||||||
| 19998 | 1320 0000 X | 19998 | Cimarron | S.H. 325 | CARRIZOZO CREEK | 1320 0000 X | 4-100ft. PRESTRESSED C | 1981 | 36.90150556 | -103.00214167 | 401 | 34 | — | 4 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 70 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19494 BRKEY
19998 NBI No.
19998 On Under
1 Structure No.
1320 0000 X Control No.
020 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 325 Feature Intersected
CARRIZOZO CREEK Division
06 County
025 Location
OKLA-NEW MEXICO S/L Sufficiency
86.9 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1981 ADT Total
70 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
401 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
81 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
112 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19998 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1320 0000 X H Index
88.456 Latitude
36:54:05.42 Longitude
-103:00:07.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 325 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19998 Vault Link
http://plansrv1/bridgemaintvault/b19998 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.90150556 Longitude DD
-103.00214167 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19494 x
-11466145.961321 y
4425386.81026001 |
|||||||||||||||||||||||||||||||||||||
| 19996 | 0824 0163 X | 19996 | Caddo | S.H. 152 | COBB CREEK | 0824 0163 X | 3-100ft. PRESTRESSED CONC. BM. SPANS | 1981 | 35.29071944 | -98.594625 | 299.869 | 42.999 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | Satisfactory (6) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19492 BRKEY
19996 NBI No.
19996 On Under
1 Structure No.
0824 0163 X Control No.
024 Lane Ind.
Milepoint
01630 Facility Carried
S.H. 152 Feature Intersected
COBB CREEK Division
07 County
015 Location
1.6 MI E WASHITA C/L Sufficiency
87.9 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1981 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
299.869 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19996 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0824 0163 X H Index
90.1772 Latitude
35:17:26.59 Longitude
-98:35:40.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
70 NBI Text
19996 Vault Link
http://plansrv1/bridgemaintvault/b19996 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.29071944 Longitude DD
-98.594625 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19492 x
-10975503.4499538 y
4203459.27419261 |
|||||||||||||||||||||||||||||||||||||
| 19906 | 4706 1190 X | 19906 | Major | U.S. 60 | CREEK | 4706 1190 X | 3-10ft. X 10ft.X 292ft. R. | 1981 | 36.39044722 | -98.22495 | 32.152 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19490 BRKEY
19906 NBI No.
19906 On Under
1 Structure No.
4706 1190 X Control No.
006 Lane Ind.
Milepoint
11900 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
06 County
093 Location
1.1 MI E JCT SH 58 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00060 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
1981 ADT Total
6400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
22 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
27.961703 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
19906 ODOT County
47 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 10ft.X 292ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4706 1190 X H Index
95.596 Latitude
36:23:25.61 Longitude
-98:13:29.82 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
5 Local Bridge ID
-1 NBI Text
19906 Vault Link
http://plansrv1/bridgemaintvault/b19906 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.39044722 Longitude DD
-98.22495 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19490 x
-10934351.4171948 y
4354480.16489545 |
|||||||||||||||||||||||||||||||||||||
| 19905 | 5106 0780 X | 19905 | Muskogee | U.S. 62 | E.WALKER BRANCH | 5106 0780 X | 3-10ft.X 9ft.X 182ft. R.C. | 1981 | 35.79788611 | -95.21216667 | 34.121 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 13600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19489 BRKEY
19905 NBI No.
19905 On Under
1 Structure No.
5106 0780 X Control No.
006 Lane Ind.
Milepoint
07800 Facility Carried
U.S. 62 Feature Intersected
E.WALKER BRANCH Division
01 County
101 Location
7.8 MI E JCT SH 16 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 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
1981 ADT Total
13600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94.3 HS Inv. Rating Method
1 HS Inv. Method
56.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21760 Future ADT Year
2042 Bypass Detour
29.204446 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
19905 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 182ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 0780 X H Index
91.8004 Latitude
35:47:52.39 Longitude
-95:12:43.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19905 Vault Link
http://plansrv1/bridgemaintvault/b19905 GIS FO/SD
Meets Standards H Inv. Method
35.9 Latitude DD
35.79788611 Longitude DD
-95.21216667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19489 x
-10598969.9110287 y
4272846.33228406 |
|||||||||||||||||||||||||||||||||||||
| 19904 | 1612 0038 X | 19904 | Comanche | U.S. 277 | ROCK CREEK | 1612 0038 X | 3-10ft.X 10ft.X 76ft. R.C.BOX WITH 3ft. ADD. CURTAIN WALLS UPSTREAM | 1981 | 34.7823 | -98.38043056 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19488 BRKEY
19904 NBI No.
19904 On Under
1 Structure No.
1612 0038 X Control No.
012 Lane Ind.
Milepoint
00380 Facility Carried
U.S. 277 Feature Intersected
ROCK CREEK Division
07 County
031 Location
0.4 MI E. JCT. US62 Sufficiency
95.2 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.03 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
1981 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19904 ODOT County
16 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 10ft.X 76ft. R.C.BOX WITH 3ft. ADD. CURTAIN WALLS UPSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1612 0038 X H Index
98.5836 Latitude
34:46:56.28 Longitude
-98:22:49.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
043 NBI Text
19904 Vault Link
http://plansrv1/bridgemaintvault/b19904 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.7823 Longitude DD
-98.38043056 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19488 x
-10951659.4339622 y
4134335.79783395 |
|||||||||||||||||||||||||||||||||||||
| 18790 | 6742 0683 X | 18790 | Seminole | S.H. 3E | LITTLE RIVER | 6742 0683 X | 3-67ft.,100ft.,5-67ft. PRE | 1974 | 35.12722778 | -96.67901389 | 639.108 | 45.499 | — | 9 | 0 | 2 | 42.9 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19472 BRKEY
18790 NBI No.
18790 On Under
1 Structure No.
6742 0683 X Control No.
042 Lane Ind.
Milepoint
06830 Facility Carried
S.H. 3E Feature Intersected
LITTLE RIVER Division
03 County
133 Location
2.9 MI S JCT SH 59 Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
0003E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1974 ADT Total
4400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
42.9 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
639.108 Deck Width
45.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.9 HS Inv. Rating Method
1 HS Inv. Method
37.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
24.233476 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
18790 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-67ft.,100ft.,5-67ft. PRE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6742 0683 X H Index
81.1816 Latitude
35:07:38.02 Longitude
-96:40:44.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3E 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
18790 Vault Link
http://plansrv1/bridgemaintvault/b18790 GIS FO/SD
Meets Standards H Inv. Method
25.5 Latitude DD
35.12722778 Longitude DD
-96.67901389 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19472 x
-10762258.5966306 y
4181184.36075986 |
|||||||||||||||||||||||||||||||||||||
| 18788 | 6742R1176 X | 18788 | Seminole | S.H. 3E | SALT CREEK | 6742 1176 X | 3-67ft.,100ft.,3-67ft. PRE | 1974 | 35.054453 | -96.680608 | 504.921 | 45.899 | — | 7 | 0 | 2 | 42.9 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4400 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
19470 BRKEY
18788 NBI No.
18788 On Under
1 Structure No.
6742R1176 X Control No.
042 Lane Ind.
Milepoint
11760 Facility Carried
S.H. 3E Feature Intersected
SALT CREEK Division
03 County
133 Location
6.9 MI S JCT SH59 Sufficiency
90.8 Kind Hwy
3 Level Service
1 Route No.
0003E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1974 ADT Total
4400 ADT Year
2017 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
42.9 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
504.921 Deck Width
45.899 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N 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
72.312 HS Inv. Rating Method
1 HS Inv. Method
43.872 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2037 Bypass Detour
24.233476 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
18788 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
3-67ft.,100ft.,3-67ft. PRE Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6742 1176 X H Index
95.86 Latitude
35:03:16.03 Longitude
-96:40:50.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3E 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
18788 Vault Link
http://plansrv1/bridgemaintvault/b18788 GIS FO/SD
Meets Standards H Inv. Method
29.983 Latitude DD
35.054453 Longitude DD
-96.680608 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19470 x
-10762436.0521441 y
4171283.55367119 |
|||||||||||||||||||||||||||||||||||||
| 18787 | 6634 0281 X | 18787 | Rogers | S.H. 167 | BIRD CREEK | 6634 0281 X | 3-100ft. & 4-50ft. PRESTRESSEDCONC. BM. SPANS | 1974 | 36.20417222 | -95.75854444 | 502 | 50 | — | 4 | 0 | 2 | 48 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19469 BRKEY
18787 NBI No.
18787 On Under
1 Structure No.
6634 0281 X Control No.
034 Lane Ind.
Milepoint
02810 Facility Carried
S.H. 167 Feature Intersected
BIRD CREEK Division
08 County
131 Location
2.7 MI JCT I-44 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00167 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
48 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
1974 ADT Total
8200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
48 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
502 Deck Width
50 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
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
35.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13120 Future ADT Year
2042 Bypass Detour
9.999999 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
18787 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. & 4-50ft. PRESTRESSEDCONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6634 0281 X H Index
97.112 Latitude
36:12:15.02 Longitude
-95:45:30.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 167 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
18787 Vault Link
http://plansrv1/bridgemaintvault/b18787 GIS FO/SD
Meets Standards H Inv. Method
24.2 Latitude DD
36.20417222 Longitude DD
-95.75854444 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19469 x
-10659792.4061659 y
4328751.64484768 |
|||||||||||||||||||||||||||||||||||||
| 19078 | 5224 0641 X | 19078 | Noble | U.S. 177 | CIMARRON TP UNDER | 5238 1470 X | 53ft.-10in., 97.5ft., 53ft.-10in. PRESTRESSED CONC. BM. SPANS | 1975 | 36.383319 | -97.067814 | 207.333 | 47.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.9 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19467 BRKEY
19078 NBI No.
19078 On Under
1 Structure No.
5224 0641 X Control No.
024 Lane Ind.
Milepoint
06410 Facility Carried
U.S. 177 Feature Intersected
CIMARRON TP UNDER Division
04 County
103 Location
6.4 MI N US 64 Sufficiency
79.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1975 ADT Total
4600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
14.999 Underclearance Left
6.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
207.333 Deck Width
47.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1800 Min Measured Clearance
1508 NBI Rating
19078 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft.-10in., 97.5ft., 53ft.-10in. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238 1470 X H Index
89.2385 Latitude
36:22:59.95 Longitude
-97:04:04.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 177 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14.59 NBI Text
19078 Vault Link
http://plansrv1/bridgemaintvault/b19078 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.383319 Longitude DD
-97.067814 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19467 x
-10805539.6268962 y
4353494.47468881 |
|||||||||||||||||||||||||||||||||||||
| 19077 | 6035T0010 X | 19077 | Payne | CIMARRON TP | U.S. 177 UNDER | 6035T0010 X | 102ft.-100ft. PC. BEAM SPANS, SK. 41 LF | 1975 | 36.19679444 | -97.07016389 | 203.084 | 86.001 | — | 2 | 49 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19466 BRKEY
19077 NBI No.
19077 On Under
1 Structure No.
6035T0010 X Control No.
035 Lane Ind.
Milepoint
00100 Facility Carried
CIMARRON TP Feature Intersected
U.S. 177 UNDER Division
04 County
119 Location
6.6 MI N SH 51 Sufficiency
90.1 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
82.677 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1975 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
49 No. Main Spans
2 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
203.084 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.6 HS Inv. Rating Method
1 HS Inv. Method
38.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
2205 Min Measured Clearance
1704 NBI Rating
19077 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
102ft.-100ft. PC. BEAM SPANS, SK. 41 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0010 X H Index
92.7202 Latitude
36:11:48.46 Longitude
-97:04:12.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
CIMARRON TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.74A NBI Text
19077 Vault Link
http://plansrv1/bridgemaintvault/b19077 GIS FO/SD
Meets Standards H Inv. Method
35.9 Latitude DD
36.19679444 Longitude DD
-97.07016389 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19466 x
-10805801.2154544 y
4327733.88006755 |
|||||||||||||||||||||||||||||||||||||
| 19073 | 3516 0691 X | 19073 | Johnston | S.H. 22 | BIG SANDY CREEK | 3516 0691 X | 3-65ft. PC BMS | 1975 | 34.23041944 | -96.63621944 | 198.163 | 45.932 | — | 3 | 30 | 2 | 42.979 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.8 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19462 BRKEY
19073 NBI No.
19073 On Under
1 Structure No.
3516 0691 X Control No.
016 Lane Ind.
Milepoint
06910 Facility Carried
S.H. 22 Feature Intersected
BIG SANDY CREEK Division
03 County
069 Location
2.4 MI E JCT SH99 Sufficiency
78.8 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
1975 ADT Total
3700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
42.979 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
198.163 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
22.990734 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
19073 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
3-65ft. PC BMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3516 0691 X H Index
99.7432 Latitude
34:13:49.51 Longitude
-96:38:10.39 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
5 Local Bridge ID
-1 NBI Text
19073 Vault Link
http://plansrv1/bridgemaintvault/b19073 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.23041944 Longitude DD
-96.63621944 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19462 x
-10757494.7402478 y
4059783.85033824 |
|||||||||||||||||||||||||||||||||||||
| 18976 | 1216 0385 X | 18976 | Choctaw | S.H. 109 | CARNEY CREEK | 1216 0385 X | (4) 10ft. X 9ft. X 50ft. RCB | 1975 | 33.91007778 | -95.43051111 | 45 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19461 BRKEY
18976 NBI No.
18976 On Under
1 Structure No.
1216 0385 X Control No.
016 Lane Ind.
Milepoint
03850 Facility Carried
S.H. 109 Feature Intersected
CARNEY CREEK Division
02 County
023 Location
3.85 E JCT US-271 Sufficiency
86.5 Kind Hwy
3 Level Service
1 Route No.
00109 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 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
1975 ADT Total
520 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
45 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
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
41.93 HS Inv. Rating Method
2 HS Inv. Method
25.15 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
832 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
18976 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
(4) 10ft. X 9ft. X 50ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1216 0385 X H Index
98.4134 Latitude
33:54:36.28 Longitude
-95:25:49.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
025 NBI Text
18976 Vault Link
http://plansrv1/bridgemaintvault/b18976 GIS FO/SD
Meets Standards H Inv. Method
19.8 Latitude DD
33.91007778 Longitude DD
-95.43051111 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19461 x
-10623275.902907 y
4016734.05048421 |
|||||||||||||||||||||||||||||||||||||
| 18975 | 1216 0370 X | 18975 | Choctaw | S.H. 109 | CARNEY CREEK OVERFLOW | 1216 0370 X | (3) 10ft. X 9ft. X 50ft. RCB SK 45° | 1975 | 33.91007222 | -95.43318889 | 48.1 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19460 BRKEY
18975 NBI No.
18975 On Under
1 Structure No.
1216 0370 X Control No.
016 Lane Ind.
Milepoint
03700 Facility Carried
S.H. 109 Feature Intersected
CARNEY CREEK OVERFLOW Division
02 County
023 Location
3.70 E JCT US-271 Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00109 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
50 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
1975 ADT Total
520 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
48.1 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
832 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
18975 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
(3) 10ft. X 9ft. X 50ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1216 0370 X H Index
99.2516 Latitude
33:54:36.26 Longitude
-95:25:59.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
024 NBI Text
18975 Vault Link
http://plansrv1/bridgemaintvault/b18975 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.91007222 Longitude DD
-95.43318889 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19460 x
-10623573.9920131 y
4016733.30470064 |
|||||||||||||||||||||||||||||||||||||
| 18974 | 4004 0335 X | 18974 | Le Flore | U.S. 59 | CREEK | 4004 0335 X | (3) 10ft. X 5ft. X 84ft. RCB SK 45° | 1975 | 34.93061111 | -94.62718333 | 48.1 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19459 BRKEY
18974 NBI No.
18974 On Under
1 Structure No.
4004 0335 X Control No.
004 Lane Ind.
Milepoint
03350 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
3.35 N JCT US-270 Sufficiency
79.1 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1975 ADT Total
7900 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
48.1 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
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
46.8 HS Inv. Rating Method
2 HS Inv. Method
28.1 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12640 Future ADT Year
2042 Bypass Detour
28.2 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
18974 ODOT County
40 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 5ft. X 84ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4004 0335 X H Index
67 Latitude
34:55:50.2 Longitude
-94:37:37.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
027 NBI Text
18974 Vault Link
http://plansrv1/bridgemaintvault/b18974 GIS FO/SD
Meets Standards H Inv. Method
15.6 Latitude DD
34.93061111 Longitude DD
-94.62718333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19459 x
-10533849.8634973 y
4154455.46468434 |
|||||||||||||||||||||||||||||||||||||
| 18973 | 1216 0188 X | 18973 | Choctaw | S.H. 109 | OWL CREEK | 1216 0188 X | (13ft. - 17ft. - 13ft.) X 8ft. X 40ft. RCB | 1975 | 33.90993056 | -95.46468056 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19458 BRKEY
18973 NBI No.
18973 On Under
1 Structure No.
1216 0188 X Control No.
016 Lane Ind.
Milepoint
01880 Facility Carried
S.H. 109 Feature Intersected
OWL CREEK Division
02 County
023 Location
1.88 E JCT US-271 Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00109 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
520 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
87.4 HS Inv. Rating Method
1 HS Inv. Method
52.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 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
18973 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
(13ft. - 17ft. - 13ft.) X 8ft. X 40ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1216 0188 X H Index
98.4285 Latitude
33:54:35.75 Longitude
-95:27:52.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
023 NBI Text
18973 Vault Link
http://plansrv1/bridgemaintvault/b18973 GIS FO/SD
Meets Standards H Inv. Method
33.1 Latitude DD
33.90993056 Longitude DD
-95.46468056 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19458 x
-10627079.6286817 y
4016714.30333219 |
|||||||||||||||||||||||||||||||||||||
| 18972 | 4004 0080 X | 18972 | Le Flore | U.S. 59 | CREEK | 4004 0080 X | (12ft. - 14ft. - 12ft.) X 8ft. X 84ft. RCB SK 45° | 1975 | 34.906625 | -94.60300278 | 59.4 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | 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 | 7900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19457 BRKEY
18972 NBI No.
18972 On Under
1 Structure No.
4004 0080 X Control No.
004 Lane Ind.
Milepoint
00800 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
0.80 N JCT US-270 Sufficiency
82 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
1975 ADT Total
7900 ADT Year
2022 Design Load
HS 20 Skew
45 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
40 Span Type Main
M Material
1 - Concrete Design
19 Length
59.4 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.7 HS Inv. Rating Method
1 HS Inv. Method
40.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12640 Future ADT Year
2042 Bypass Detour
28.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18972 ODOT County
40 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
(12ft. - 14ft. - 12ft.) X 8ft. X 84ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4004 0080 X H Index
97.69 Latitude
34:54:23.85 Longitude
-94:36:10.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
026 NBI Text
18972 Vault Link
http://plansrv1/bridgemaintvault/b18972 GIS FO/SD
Meets Standards H Inv. Method
23.3 Latitude DD
34.906625 Longitude DD
-94.60300278 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19457 x
-10531158.0969842 y
4151199.08348828 |
|||||||||||||||||||||||||||||||||||||
| 18971 | 2908 0018 X | 18971 | Harmon | S.H. 30 | CREEK | 2908 0018 X | (12ft.-14ft.-12ft.)X4ft.X54ft. RDY. R.C.B. SK. 30 DEG. L.F. W/ CONC. TRAFFIC RAILS | 1975 | 34.68395278 | -99.91214444 | 46.916 | 56.001 | — | 3 | 30 | 4 | 54.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.8 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19456 BRKEY
18971 NBI No.
18971 On Under
1 Structure No.
2908 0018 X Control No.
008 Lane Ind.
Milepoint
00180 Facility Carried
S.H. 30 Feature Intersected
CREEK Division
05 County
057 Location
0.2 MI N JCT U.S. 62 Sufficiency
87.8 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
54.003 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
1975 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
54.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
AG Appr. Roadway Width
44.003 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
56.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.8 HS Inv. Rating Method
1 HS Inv. Method
34.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
60.894376 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18971 ODOT County
29 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
4.301 Rt. Curb SW
4.301 Description
(12ft.-14ft.-12ft.)X4ft.X54ft. RDY. R.C.B. SK. 30 DEG. L.F. W/ CONC. TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2908 0018 X H Index
95.9349 Latitude
34:41:02.23 Longitude
-99:54:43.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18971 Vault Link
http://plansrv1/bridgemaintvault/b18971 GIS FO/SD
Meets Standards H Inv. Method
19.4 Latitude DD
34.68395278 Longitude DD
-99.91214444 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19456 x
-11122169.0431248 y
4121014.10353597 |
|||||||||||||||||||||||||||||||||||||
| 18785 | 4532 0401 X | 18785 | McCurtain | S.H. 98 | LITTLE RIVER | 4532 0401 X | 4-100ft.,1-75ft. PRESTRESSED CONC. BM. SPANS | 1974 | 34.04493056 | -95.01740833 | 477 | 32 | — | 4 | 0 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.7 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19449 BRKEY
18785 NBI No.
18785 On Under
1 Structure No.
4532 0401 X Control No.
032 Lane Ind.
Milepoint
04010 Facility Carried
S.H. 98 Feature Intersected
LITTLE RIVER Division
02 County
089 Location
4.0 MI N JCT US70 Sufficiency
75.7 Kind Hwy
3 Level Service
1 Route No.
00098 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
477 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 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
59 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
9.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18785 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft.,1-75ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4532 0401 X H Index
92.3471 Latitude
34:02:41.75 Longitude
-95:01:02.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 98 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
84 NBI Text
18785 Vault Link
http://plansrv1/bridgemaintvault/b18785 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.04493056 Longitude DD
-95.01740833 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19449 x
-10577289.5117921 y
4034836.69934075 |
|||||||||||||||||||||||||||||||||||||
| 18784 | 5552 0506NX | 18784 | Oklahoma | S.H. 152 WB | SLWC RR / CITY ST CREEK | 5552 0581NX | (2-85ft., 95ft., 114ft. CONT), 85ft. PL. GIRDER SPANS, SK 31DEG LF | 1974 | 35.423206 | -97.606064 | 475.098 | 57.001 | — | 3 | 59 | 2 | 46.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.5 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 14350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19448 BRKEY
18784 NBI No.
18784 On Under
1 Structure No.
5552 0506NX Control No.
052 Lane Ind.
N Milepoint
05060 Facility Carried
S.H. 152 WB Feature Intersected
SLWC RR / CITY ST CREEK Division
04 County
109 Location
1.4W OF JCT I-44/S.H. 152 Sufficiency
91.5 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
8 Vertical Clearance
Y Horizontal Clearance
46.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1974 ADT Total
14350 ADT Year
2022 Design Load
HS 20 Skew
59 No. Main Spans
3 Road Width
46.001 Ref. Underclearance Rt.
H Underclearance Right
12.1 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
58.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
475.098 Deck Width
57.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
8 Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.9 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
2310 Max Measured Clearance
2405 Min Measured Clearance
2402 NBI Rating
18784 ODOT County
55 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2-85ft., 95ft., 114ft. CONT), 85ft. PL. GIRDER SPANS, SK 31DEG LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5552 0581NX H Index
85.632 Latitude
35:25:23.54 Longitude
-97:36:21.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 WB Scour
9 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18784 Vault Link
http://plansrv1/bridgemaintvault/b18784 GIS FO/SD
Meets Standards H Inv. Method
19.9 Latitude DD
35.423206 Longitude DD
-97.606064 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19448 x
-10865457.3428157 y
4221542.91534238 |
|||||||||||||||||||||||||||||||||||||
| 18783 | 5552 0505SX | 18783 | Oklahoma | S.H. 152 EB | SLWC RR/ CITY ST/CREEK | 5552 0580SX | (2-85ft.,95ft.,114ft. CONT),85ft. PL.GIRDER SPANS, SK31LF | 1974 | 35.42281111 | -97.60690833 | 475.098 | 43.999 | — | 3 | 59 | 2 | 41.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.2 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19447 BRKEY
18783 NBI No.
18783 On Under
1 Structure No.
5552 0505SX Control No.
052 Lane Ind.
S Milepoint
05050 Facility Carried
S.H. 152 EB Feature Intersected
SLWC RR/ CITY ST/CREEK Division
04 County
109 Location
1.4W OF JCT I-44/S.H. 152 Sufficiency
87.2 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
8 Vertical Clearance
Y Horizontal Clearance
41.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1974 ADT Total
16100 ADT Year
2022 Design Load
HS 20 Skew
59 No. Main Spans
3 Road Width
41.001 Ref. Underclearance Rt.
H Underclearance Right
17.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
475.098 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.6 HS Inv. Rating Method
1 HS Inv. Method
23.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
2310 Max Measured Clearance
2705 Min Measured Clearance
2702 NBI Rating
18783 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2-85ft.,95ft.,114ft. CONT),85ft. PL.GIRDER SPANS, SK31LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5552 0580SX H Index
61.5396 Latitude
35:25:22.12 Longitude
-97:36:24.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 EB Scour
9 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18783 Vault Link
http://plansrv1/bridgemaintvault/b18783 GIS FO/SD
Meets Standards H Inv. Method
14.6 Latitude DD
35.42281111 Longitude DD
-97.60690833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19447 x
-10865551.3332013 y
4221488.97103294 |
|||||||||||||||||||||||||||||||||||||
| 18782 | 6634 0297 X | 18782 | Rogers | S.H. 167 | BIRD CREEK O'FLOW | 6634 0297 X | 9-50ft. PCBM SPANS | 1974 | 36.20639444 | -95.75866111 | 452.1 | 49.213 | — | 9 | 0 | 2 | 46.588 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19446 BRKEY
18782 NBI No.
18782 On Under
1 Structure No.
6634 0297 X Control No.
034 Lane Ind.
Milepoint
02970 Facility Carried
S.H. 167 Feature Intersected
BIRD CREEK O'FLOW Division
08 County
131 Location
2.8 MI N JCT I-44 Sufficiency
93.9 Kind Hwy
3 Level Service
1 Route No.
00167 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
46.588 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
1974 ADT Total
8200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
46.588 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.963 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
452.1 Deck Width
49.213 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.5 HS Inv. Rating Method
3 HS Inv. Method
39.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13120 Future ADT Year
2042 Bypass Detour
9.941939 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
18782 ODOT County
66 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
9-50ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6634 0297 X H Index
97.0585 Latitude
36:12:23.02 Longitude
-95:45:31.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 167 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
18782 Vault Link
http://plansrv1/bridgemaintvault/b18782 GIS FO/SD
Meets Standards H Inv. Method
39.6 Latitude DD
36.20639444 Longitude DD
-95.75866111 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19446 x
-10659805.3938108 y
4329058.21890394 |
|||||||||||||||||||||||||||||||||||||
| 18781 | 7250 0039SX | 18781 | Tulsa | S.H. 20 | BIRD CREEK | 7250 0039SX | 51.41 FT. - 100.43 FT - 98.94 FT. - 100.39 FT. - 51.24 FT. PS CONC. BM SPANS. CURVED | 1974 | 36.366558 | -95.984906 | 402.41 | 42.75 | — | 5 | 3 | 2 | 42.75 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | Satisfactory (6) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19445 BRKEY
18781 NBI No.
18781 On Under
1 Structure No.
7250 0039SX Control No.
050 Lane Ind.
S Milepoint
00390 Facility Carried
S.H. 20 Feature Intersected
BIRD CREEK Division
08 County
143 Location
0.5 MI E JCT SH 11 Sufficiency
89.1 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42 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
1974 ADT Total
5750 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
5 Road Width
42.75 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45.75 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
402.41 Deck Width
42.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18781 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
51.41 FT. - 100.43 FT - 98.94 FT. - 100.39 FT. - 51.24 FT. PS CONC. BM SPANS. CURVED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7250 0039SX H Index
89.1212 Latitude
36:21:59.61 Longitude
-95:59:05.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18781 Vault Link
http://plansrv1/bridgemaintvault/b18781 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.366558 Longitude DD
-95.984906 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19445 x
-10684990.8597602 y
4351177.11967893 |
|||||||||||||||||||||||||||||||||||||
| 19072 | 5906 1769 X | 19072 | Pawnee | 296TH W.AVE. | U.S. 64 UNDER | 5906 1769 X | 2-95ft. PRESTRESSED CO | 1975 | 36.21607222 | -96.32282222 | 191.929 | 35 | — | 2 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19444 BRKEY
19072 NBI No.
19072 On Under
1 Structure No.
5906 1769 X Control No.
Lane Ind.
Milepoint
Facility Carried
296TH W.AVE. Feature Intersected
U.S. 64 UNDER Division
08 County
117 Location
17.5 MI E SH 99 Sufficiency
88.9 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
191.929 Deck Width
35 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
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
8 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.3 HS Inv. Rating Method
1 HS Inv. Method
38.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1605 Max Measured Clearance
1607 Min Measured Clearance
1606 NBI Rating
19072 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-95ft. PRESTRESSED CO Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5906 1769 X H Index
94.4622 Latitude
36:12:57.86 Longitude
-96:19:22.16 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19072 Vault Link
http://plansrv1/bridgemaintvault/b19072 GIS FO/SD
Meets Standards H Inv. Method
26.9 Latitude DD
36.21607222 Longitude DD
-96.32282222 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19444 x
-10722607.5213014 y
4330393.45207444 |
|||||||||||||||||||||||||||||||||||||
| 19071 | 5906 1668 X | 19071 | Pawnee | COWSKIN BAY RD. | U.S. 64 UNDER | 5906 1668 X | 2-95.25ft. PRESTRESSED CO | 1975 | 36.21620833 | -96.34066667 | 190.5 | 35 | — | 2 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19443 BRKEY
19071 NBI No.
19071 On Under
1 Structure No.
5906 1668 X Control No.
Lane Ind.
Milepoint
Facility Carried
COWSKIN BAY RD. Feature Intersected
U.S. 64 UNDER Division
08 County
117 Location
16.5 MI E SH 99 Sufficiency
99.9 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
190.5 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.3 HS Inv. Rating Method
1 HS Inv. Method
38.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1604 Max Measured Clearance
1700 Min Measured Clearance
1608 NBI Rating
19071 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-95.25ft. PRESTRESSED CO Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5906 1668 X H Index
78.1852 Latitude
36:12:58.35 Longitude
-96:20:26.4 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
COWSKIN BAY RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19071 Vault Link
http://plansrv1/bridgemaintvault/b19071 GIS FO/SD
Meets Standards H Inv. Method
26.9 Latitude DD
36.21620833 Longitude DD
-96.34066667 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19443 x
-10724593.9563889 y
4330412.23220624 |
|||||||||||||||||||||||||||||||||||||
| 19070 | 5906 1619 X | 19070 | Pawnee | WESTPORT RD. | U.S. 64 UNDER | 5906 1619 X | 2-95ft. 3 1/8IN. PRESTRESSED CO | 1975 | 36.21628333 | -96.34946111 | 190.52 | 45.416 | — | 2 | 14 | 2 | 42.75 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.5 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19442 BRKEY
19070 NBI No.
19070 On Under
1 Structure No.
5906 1619 X Control No.
Lane Ind.
Milepoint
Facility Carried
WESTPORT RD. Feature Intersected
U.S. 64 UNDER Division
08 County
117 Location
16.0 MI E SH 99 Sufficiency
99.5 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.75 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
1975 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
2 Road Width
42.75 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.75 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
190.52 Deck Width
45.416 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.9 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1603 Max Measured Clearance
1607 Min Measured Clearance
1607 NBI Rating
19070 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-95ft. 3 1/8IN. PRESTRESSED CO Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5906 1619 X H Index
87.9398 Latitude
36:12:58.62 Longitude
-96:20:58.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
WESTPORT RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19070 Vault Link
http://plansrv1/bridgemaintvault/b19070 GIS FO/SD
Meets Standards H Inv. Method
23.9 Latitude DD
36.21628333 Longitude DD
-96.34946111 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19442 x
-10725572.9489715 y
4330422.58054058 |
|||||||||||||||||||||||||||||||||||||
| 19069 | 5722 1645 X | 19069 | Osage | S.H. 123 | ELIZA CREEK | 5722 1645 X | 3-60ft. PRESTRESSED CO | 1975 | 36.72955833 | -96.00697222 | 183.071 | 45.899 | — | 3 | 30 | 2 | 42.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19441 BRKEY
19069 NBI No.
19069 On Under
1 Structure No.
5722 1645 X Control No.
022 Lane Ind.
Milepoint
16450 Facility Carried
S.H. 123 Feature Intersected
ELIZA CREEK Division
08 County
113 Location
0.6 MI. S JCT US60 Sufficiency
79.1 Kind Hwy
3 Level Service
1 Route No.
00123 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.999 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
1975 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
42.749 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.071 Deck Width
45.899 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N 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
46.7 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
49.709695 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
19069 ODOT County
57 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
3-60ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5722 1645 X H Index
98.9553 Latitude
36:43:46.41 Longitude
-96:00:25.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 123 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
19069 Vault Link
http://plansrv1/bridgemaintvault/b19069 GIS FO/SD
Meets Standards H Inv. Method
21.2 Latitude DD
36.72955833 Longitude DD
-96.00697222 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19441 x
-10687447.2601344 y
4401477.44783265 |
|||||||||||||||||||||||||||||||||||||
| 19068 | 4058 0865 X | 19068 | Le Flore | S.H. 112 | JAMES FORK CREEK | 4058 0865 X | (3) 60ft. PC BEAM SK 20° | 1975 | 35.16208611 | -94.50541111 | 182.001 | 49.501 | — | 3 | 20 | 2 | 46.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 9500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19440 BRKEY
19068 NBI No.
19068 On Under
1 Structure No.
4058 0865 X Control No.
058 Lane Ind.
Milepoint
08650 Facility Carried
S.H. 112 Feature Intersected
JAMES FORK CREEK Division
02 County
079 Location
8.65 NE JCT US-271 Sufficiency
76.9 Kind Hwy
3 Level Service
1 Route No.
00112 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.499 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
1975 ADT Total
9500 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
46.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.001 Deck Width
49.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15200 Future ADT Year
2042 Bypass Detour
42.9 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
19068 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 60ft. PC BEAM SK 20° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4058 0865 X H Index
96.4883 Latitude
35:09:43.51 Longitude
-94:30:19.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 112 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
191 NBI Text
19068 Vault Link
http://plansrv1/bridgemaintvault/b19068 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.16208611 Longitude DD
-94.50541111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19440 x
-10520294.2419742 y
4185929.87314572 |
|||||||||||||||||||||||||||||||||||||
| 19067 | 2612 0685 X | 19067 | Grady | U.S. 81 | SALT CREEK | 2612 0685 X | 3-60ft. P.C.B. SPANS | 1975 | 35.156136 | -97.954094 | 182.1 | 45.699 | — | 3 | 0 | 2 | 42.7 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.6 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19439 BRKEY
19067 NBI No.
19067 On Under
1 Structure No.
2612 0685 X Control No.
012 Lane Ind.
Milepoint
06850 Facility Carried
U.S. 81 Feature Intersected
SALT CREEK Division
07 County
051 Location
6.9 MI N US62 Sufficiency
84.6 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.7 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1975 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.1 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
32.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
0000 Min Measured Clearance
0000 NBI Rating
19067 ODOT County
26 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2612 0685 X H Index
99.9921 Latitude
35:09:22.09 Longitude
-97:57:14.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
37-26 NBI Text
19067 Vault Link
http://plansrv1/bridgemaintvault/b19067 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.156136 Longitude DD
-97.954094 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19439 x
-10904199.8651964 y
4185119.69846905 |
|||||||||||||||||||||||||||||||||||||
| 18970 | 4056 0015 X | 18970 | Le Flore | S.H. 120 | CREEK | 4056 0015 X | (4) 10ft. X 6ft. X 40ft. RCB | 1975 | 35.188725 | -94.48946944 | 45 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19438 BRKEY
18970 NBI No.
18970 On Under
1 Structure No.
4056 0015 X Control No.
056 Lane Ind.
Milepoint
00150 Facility Carried
S.H. 120 Feature Intersected
CREEK Division
02 County
079 Location
0.15 E JCT SH-112 Sufficiency
83.3 Kind Hwy
3 Level Service
1 Route No.
00120 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1975 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40 HS Inv. Rating Method
2 HS Inv. Method
23.4 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3360 Future ADT Year
2042 Bypass Detour
2.9 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
18970 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 10ft. X 6ft. X 40ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4056 0015 X H Index
98.68 Latitude
35:11:19.41 Longitude
-94:29:22.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 120 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
185 NBI Text
18970 Vault Link
http://plansrv1/bridgemaintvault/b18970 GIS FO/SD
Meets Standards H Inv. Method
15.6 Latitude DD
35.188725 Longitude DD
-94.48946944 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19438 x
-10518519.6233874 y
4189557.7858044 |
|||||||||||||||||||||||||||||||||||||
| 18779 | 5620 1380 X | 18779 | Okmulgee | S.H. 56 | DEEP FORK RIVER | 5620 1380 X | (3) 100ft. - 50ft. PC BEAM | 1974 | 35.61268611 | -96.02373056 | 352.999 | 35 | — | 4 | 0 | 2 | 32.799 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19425 BRKEY
18779 NBI No.
18779 On Under
1 Structure No.
5620 1380 X Control No.
020 Lane Ind.
Milepoint
13800 Facility Carried
S.H. 56 Feature Intersected
DEEP FORK RIVER Division
01 County
111 Location
13.80 E OKFUSKEE C/L Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.799 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
1974 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32.799 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
352.999 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.7 HS Inv. Rating Method
1 HS Inv. Method
37.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18779 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(3) 100ft. - 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5620 1380 X H Index
100 Latitude
35:36:45.67 Longitude
-96:01:25.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20-1380 NBI Text
18779 Vault Link
http://plansrv1/bridgemaintvault/b18779 GIS FO/SD
Meets Standards H Inv. Method
26.6 Latitude DD
35.61268611 Longitude DD
-96.02373056 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19425 x
-10689312.7900097 y
4247457.62014723 |
|||||||||||||||||||||||||||||||||||||
| 18778 | 5505 0268 X | 18778 | Oklahoma | PEDESTRIAN | I-44 UNDER | 5505 0268 X | 60-118ft.-100ft.-65ft. CONT. PLATE GIRDER SPANS | 1974 | 35.431742 | -97.570067 | 345 | 8.999 | — | 4 | 0 | 7 | 110 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | K | 125700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19424 BRKEY
18778 NBI No.
18778 On Under
2 Structure No.
5505 0268 X Control No.
005 Lane Ind.
Milepoint
02680 Facility Carried
PEDESTRIAN Feature Intersected
I-44 UNDER Division
04 County
109 Location
2.6 MI N I-240 Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
3 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
75 Bridge System
K Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1974 ADT Total
125700 ADT Year
2022 Design Load
Pedestrian Skew
0 No. Main Spans
4 Road Width
110 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
6.499 Deck Structure Type
1 No. Lanes
7 Fill RCB
Appr. Roadway Width
110 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
345 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
6 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
201120 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1800 Max Measured Clearance
2004 Min Measured Clearance
1803 NBI Rating
18778 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60-118ft.-100ft.-65ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0268 X H Index
-1 Latitude
35:25:54.27 Longitude
-97:34:12.24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-44 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18778 Vault Link
http://plansrv1/bridgemaintvault/b18778 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.431742 Longitude DD
-97.570067 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19424 x
-10861450.1751056 y
4222709.04807471 |