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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 22839 | 2144T0592NX | 22839 | Delaware | CHEROKEE TP | SALINE CREEK | 2144T0592NX | 100ft. P.C.BEAM SPAN | 1991 | 36.21451111 | -94.90636667 | 102.034 | 42.7 | — | 1 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22961 BRKEY
22839 NBI No.
22839 On Under
1 Structure No.
2144T0592NX Control No.
044 Lane Ind.
N Milepoint
05920 Facility Carried
CHEROKEE TP Feature Intersected
SALINE CREEK Division
08 County
041 Location
5.92 MI E OF C/L Sufficiency
100 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.034 Deck Width
42.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
96 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
22839 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P.C.BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0592NX H Index
88.6703 Latitude
36:12:52.24 Longitude
-94:54:22.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21.62S NBI Text
22839 Vault Link
http://plansrv1/bridgemaintvault/b22839 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
36.21451111 Longitude DD
-94.90636667 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22961 x
-10564928.4107441 y
4330178.0561919 |
|||||||||||||||||||||||||||||||||||||
| 22838 | 5034T0589 X | 22838 | Murray | CHICKASAW TP | COCHRAN CREEK | 5034T0589 X | 100ft. P.C.BEAM SPAN | 1991 | 34.55657222 | -96.93888889 | 101.05 | 46.001 | — | 1 | 30 | 2 | 45 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | Satisfactory (6) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Q | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22960 BRKEY
22838 NBI No.
22838 On Under
1 Structure No.
5034T0589 X Control No.
034 Lane Ind.
Milepoint
05890 Facility Carried
CHICKASAW TP Feature Intersected
COCHRAN CREEK Division
07 County
099 Location
5.89 MI NE OF SH 7 Sufficiency
92.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
45 Bridge System
Q Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
45 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 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
103 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
0 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
22838 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P.C.BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5034T0589 X H Index
87.4931 Latitude
34:33:23.66 Longitude
-96:56:20 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHICKASAW TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.89 NBI Text
22838 Vault Link
http://plansrv1/bridgemaintvault/b22838 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.55657222 Longitude DD
-96.93888889 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22960 x
-10791187.7493005 y
4103783.1725952 |
|||||||||||||||||||||||||||||||||||||
| 22837 | 5586T0381NX | 22837 | Oklahoma | KILPATRICK TP | KELLEY AVE. UNDER | 5586T0285NX | 100ft. PCB SPAN BRIDGE | 1991 | 35.599769 | -97.495742 | 101.05 | 66.699 | — | 1 | 0 | 3 | 64.003 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 13700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22959 BRKEY
22837 NBI No.
22837 On Under
1 Structure No.
5586T0381NX Control No.
086 Lane Ind.
N Milepoint
03810 Facility Carried
KILPATRICK TP Feature Intersected
KELLEY AVE. UNDER Division
04 County
109 Location
131.33WB Sufficiency
95.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
64.003 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
13700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
64.003 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
66.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N 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
21920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
1805 Min Measured Clearance
1703 NBI Rating
22837 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PCB SPAN BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0285NX H Index
94.1748 Latitude
35:35:59.17 Longitude
-97:29:44.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
131.33WB NBI Text
22837 Vault Link
http://plansrv1/bridgemaintvault/b22837 GIS FO/SD
FO H Inv. Method
20.062 Latitude DD
35.599769 Longitude DD
-97.495742 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22959 x
-10853176.3539524 y
4245689.03488361 |
|||||||||||||||||||||||||||||||||||||
| 22752 | 5586T0267 X | 22752 | Oklahoma | KILPATRICK TP | CREEK | 5586T0172 X | 3-12ft. X 12ft.X 270ft. RCB | 1991 | 35.601514 | -97.47595 | 39.042 | 272.001 | — | 3 | 14 | 3 | 270 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 26600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22958 BRKEY
22752 NBI No.
22752 On Under
1 Structure No.
5586T0267 X Control No.
086 Lane Ind.
Milepoint
02670 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
109 Location
132.47 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
26600 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
3 Road Width
270 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
3 Fill RCB
10 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
272.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
42560 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22752 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
3-12ft. X 12ft.X 270ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0172 X H Index
83.4 Latitude
35:36:05.45 Longitude
-97:28:33.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
132.47 NBI Text
22752 Vault Link
http://plansrv1/bridgemaintvault/b22752 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.601514 Longitude DD
-97.47595 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22958 x
-10850973.1185906 y
4245927.940168 |
|||||||||||||||||||||||||||||||||||||
| 22751 | 4950T0540 X | 22751 | Mayes | CHEROKEE TP | CREEK | 4950T0585 X | 3-10ft.X4ft.X160ft. R.C.B., SK 70 RF | 1991 | 36.185472 | -95.174372 | 37.001 | 160.6 | — | 3 | 20 | 4 | 158.599 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 9400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22957 BRKEY
22751 NBI No.
22751 On Under
1 Structure No.
4950T0540 X Control No.
050 Lane Ind.
Milepoint
05400 Facility Carried
CHEROKEE TP Feature Intersected
CREEK Division
08 County
097 Location
5.85 MI.NE OF TP GATE Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
9400 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
158.599 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
108.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 Deck Width
160.6 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
15040 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
22751 ODOT County
49 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X4ft.X160ft. R.C.B., SK 70 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T0585 X H Index
99.34 Latitude
36:11:07.7 Longitude
-95:10:27.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.85 NBI Text
22751 Vault Link
http://plansrv1/bridgemaintvault/b22751 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.185472 Longitude DD
-95.174372 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22957 x
-10594762.6276096 y
4326172.13593462 |
|||||||||||||||||||||||||||||||||||||
| 22750 | 7274 0276 X | 22750 | Tulsa | S.H. 67 | CREEK | 7274 0276 X | 2-12ft.X 12ft.X 256ft. R.C.BOX SK 60 DEG. | 1991 | 35.94455278 | -95.98088889 | 30.84 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 7400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22956 BRKEY
22750 NBI No.
22750 On Under
1 Structure No.
7274 0276 X Control No.
074 Lane Ind.
Milepoint
02760 Facility Carried
S.H. 67 Feature Intersected
CREEK Division
08 County
143 Location
2.8 MI E CREEK C/L Sufficiency
79.9 Kind Hwy
3 Level Service
1 Route No.
00067 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1991 ADT Total
7400 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
4 Fill RCB
20 Appr. Roadway Width
43.999 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22750 ODOT County
72 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 12ft.X 256ft. R.C.BOX SK 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7274 0276 X H Index
98.6546 Latitude
35:56:40.39 Longitude
-95:58:51.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 67 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22750 Vault Link
http://plansrv1/bridgemaintvault/b22750 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.94455278 Longitude DD
-95.98088889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
22956 x
-10684543.6771206 y
4292994.59977489 |
|||||||||||||||||||||||||||||||||||||
| 22749 | 4414 0270 X | 22749 | McClain | S.H. 37 | CREEK | 4414 0270 X | 3-10ft.X 14ft.X 127ft. RDY | 1991 | 35.29082222 | -97.62275556 | 34.121 | 63.999 | — | 3 | 12 | 5 | 63.976 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22955 BRKEY
22749 NBI No.
22749 On Under
1 Structure No.
4414 0270 X Control No.
014 Lane Ind.
Milepoint
02700 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
03 County
087 Location
1.3 MI. W. JCT. US62 Sufficiency
86.7 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
63.976 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
1991 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
3 Road Width
63.976 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
65 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
63.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 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
26880 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22749 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 14ft.X 127ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4414 0270 X H Index
97.36 Latitude
35:17:26.96 Longitude
-97:37:21.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22749 Vault Link
http://plansrv1/bridgemaintvault/b22749 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.29082222 Longitude DD
-97.62275556 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22955 x
-10867315.4387754 y
4203473.29157497 |
|||||||||||||||||||||||||||||||||||||
| 22650 | 5515 0505 X | 22650 | Oklahoma | UTILITY BRIDGE | I-35 UNDER | 5515 0505 X | 2-78ft. CONT. PLATE GIRDER SPANS | 1990 | 35.449753 | -97.487214 | 162.073 | 8.999 | — | 2 | 0 | 6 | 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) | L | 114800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22952 BRKEY
22650 NBI No.
22650 On Under
2 Structure No.
5515 0505 X Control No.
015 Lane Ind.
Milepoint
05050 Facility Carried
UTILITY BRIDGE Feature Intersected
I-35 UNDER Division
04 County
109 Location
5.0 MI N OF CLEVELAND Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
58.996 Bridge System
L Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1990 ADT Total
114800 ADT Year
2022 Design Load
Pedestrian Skew
0 No. Main Spans
2 Road Width
110 Ref. Underclearance Rt.
H Underclearance Right
11.998 Underclearance Left
8.98 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
110 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
162.073 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
5 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
183680 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
1604 Max Measured Clearance
2208 Min Measured Clearance
1802 NBI Rating
22650 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-78ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0505 X H Index
-1 Latitude
35:26:59.11 Longitude
-97:29:13.97 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-35 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
22650 Vault Link
http://plansrv1/bridgemaintvault/b22650 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.449753 Longitude DD
-97.487214 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22952 x
-10852227.0213349 y
4225169.99926065 |
|||||||||||||||||||||||||||||||||||||
| 22647 | 5510 1378 X | 22647 | Oklahoma | S.H. 66 | SLWC R.R. UNDER | 5510 1378 X | 3-50ft. PRESTRESSED CONC BM SPANS SK. 58 DEG.25ft.39ft. | 1990 | 35.667069 | -97.191606 | 152.92 | 42.001 | — | 3 | 32 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22949 BRKEY
22647 NBI No.
22647 On Under
1 Structure No.
5510 1378 X Control No.
010 Lane Ind.
Milepoint
13780 Facility Carried
S.H. 66 Feature Intersected
SLWC R.R. UNDER Division
04 County
109 Location
13.7 MI E OF JCT I-35 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
2 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
17 - Collector (Urban) Year Built
1990 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
12.1 Underclearance Left
13.901 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.92 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2309 Max Measured Clearance
2400 Min Measured Clearance
2400 NBI Rating
22647 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESSED CONC BM SPANS SK. 58 DEG.25ft.39ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5510 1378 X H Index
96.4622 Latitude
35:40:01.45 Longitude
-97:11:29.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
22647 Vault Link
http://plansrv1/bridgemaintvault/b22647 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.667069 Longitude DD
-97.191606 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22949 x
-10819320.0893005 y
4254906.75300985 |
|||||||||||||||||||||||||||||||||||||
| 22646 | 6820 0685 X | 22646 | Sequoyah | S.H. 141 | KANSAS CITY SOUTHERN R.R | 6820 0685 X | 45ft. - 65ft. - 45ft. PC BEAM | 1990 | 35.38883333 | -94.69253333 | 155 | 35 | — | 3 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.5 | 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 | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22948 BRKEY
22646 NBI No.
22646 On Under
1 Structure No.
6820 0685 X Control No.
020 Lane Ind.
Milepoint
06850 Facility Carried
S.H. 141 Feature Intersected
KANSAS CITY SOUTHERN R.R Division
01 County
135 Location
1.4 S & W JCT US-64 Sufficiency
90.5 Kind Hwy
3 Level Service
1 Route No.
00141 Service Type On
1 Service Type Off
2 Vertical Clearance
N 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
1990 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
R Underclearance Right
20.499 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
155 Deck Width
35 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
51.3 HS Inv. Rating Method
3 HS Inv. Method
39.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
17 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
22646 ODOT County
68 Nav. Control
N 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
1.5 Rt. Curb SW
1.5 Description
45ft. - 65ft. - 45ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6820 0685 X H Index
96.9253 Latitude
35:23:19.8 Longitude
-94:41:33.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 141 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20-0685 NBI Text
22646 Vault Link
http://plansrv1/bridgemaintvault/b22646 GIS FO/SD
Meets Standards H Inv. Method
39.5 Latitude DD
35.38883333 Longitude DD
-94.69253333 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22948 x
-10541124.5922207 y
4216848.39505814 |
|||||||||||||||||||||||||||||||||||||
| 22853 | 7314 0689NX | 22853 | Wagoner | S.H. 51 | VERDIGRIS RIVER O'FLOW | 7314 0689NX | 3-50ft. PRESTRESSED CO | 1991 | 35.952097 | -95.52975 | 150.919 | 40 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22940 BRKEY
22853 NBI No.
22853 On Under
1 Structure No.
7314 0689NX Control No.
014 Lane Ind.
N Milepoint
06890 Facility Carried
S.H. 51 Feature Intersected
VERDIGRIS RIVER O'FLOW Division
01 County
145 Location
7.0 MI E JCT SH-72 Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
9 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
1991 ADT Total
5050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
70 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.919 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.3 HS Inv. Rating Method
1 HS Inv. Method
37.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8080 Future ADT Year
2042 Bypass Detour
0.124274 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
22853 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7314 0689NX H Index
92.1025 Latitude
35:57:07.55 Longitude
-95:31:47.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22853 Vault Link
http://plansrv1/bridgemaintvault/b22853 GIS FO/SD
Meets Standards H Inv. Method
29.6 Latitude DD
35.952097 Longitude DD
-95.52975 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
22940 x
-10634323.1256087 y
4294031.99346383 |
|||||||||||||||||||||||||||||||||||||
| 22852 | 2144T0300NX | 22852 | Delaware | CHEROKEE TP | CO. RD. N4520 UNDER | 2144T0300NX | 48ft.-58ft.-48ft. PC BEAMS SPANS, SK78RF | 1991 | 36.21544167 | -94.95831667 | 152.887 | 42.7 | — | 3 | 12 | 2 | 40 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22939 BRKEY
22852 NBI No.
22852 On Under
1 Structure No.
2144T0300NX Control No.
044 Lane Ind.
N Milepoint
03000 Facility Carried
CHEROKEE TP Feature Intersected
CO. RD. N4520 UNDER Division
08 County
041 Location
3.00 MI E OF C/L Sufficiency
95.9 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
3300 ADT Year
2022 Design Load
H 15 Skew
12 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
152.887 Deck Width
42.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.9 HS Inv. Rating Method
1 HS Inv. Method
35.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1801 Max Measured Clearance
2205 Min Measured Clearance
2108 NBI Rating
22852 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
48ft.-58ft.-48ft. PC BEAMS SPANS, SK78RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0300NX H Index
99.1787 Latitude
36:12:55.59 Longitude
-94:57:29.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.71N NBI Text
22852 Vault Link
http://plansrv1/bridgemaintvault/b22852 GIS FO/SD
FO H Inv. Method
26.9 Latitude DD
36.21544167 Longitude DD
-94.95831667 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22939 x
-10570711.4582908 y
4330306.45072193 |
|||||||||||||||||||||||||||||||||||||
| 22849 | 7421 0761EX | 22849 | Washington | U.S. 75 NB | S. FORK DOUBLE CREEK | 7421 0761EX | 45ft.-50ft.-50 PREST CON | 1991 | 36.53422778 | -95.92862778 | 145.013 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22936 BRKEY
22849 NBI No.
22849 On Under
1 Structure No.
7421 0761EX Control No.
021 Lane Ind.
E Milepoint
07610 Facility Carried
U.S. 75 NB Feature Intersected
S. FORK DOUBLE CREEK Division
08 County
147 Location
7.7 MI N TULSA C/L Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
6900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
145.013 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.3 HS Inv. Rating Method
3 HS Inv. Method
39.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11040 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22849 ODOT County
74 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
45ft.-50ft.-50 PREST CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 0761EX H Index
98.2091 Latitude
36:32:03.22 Longitude
-95:55:43.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22849 Vault Link
http://plansrv1/bridgemaintvault/b22849 GIS FO/SD
Meets Standards H Inv. Method
39.4 Latitude DD
36.53422778 Longitude DD
-95.92862778 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22936 x
-10678725.9969671 y
4374381.48114287 |
|||||||||||||||||||||||||||||||||||||
| 22640 | 1002 2219SX | 22640 | Carter | U.S. 70 | HICKORY CREEK | 1002 2219SX | 50ft. - 50ft. - 40ft. PC BEAM SPANS | 1990 | 34.172725 | -97.175239 | 139.108 | 41.001 | — | 3 | 0 | 2 | 37.999 | 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) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22924 BRKEY
22640 NBI No.
22640 On Under
1 Structure No.
1002 2219SX Control No.
002 Lane Ind.
S Milepoint
22190 Facility Carried
U.S. 70 Feature Intersected
HICKORY CREEK Division
07 County
019 Location
21.9 MI E JEFFERSON C/L Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1990 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
139.108 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
0.124274 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
22640 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. - 50ft. - 40ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1002 2219SX H Index
97.1212 Latitude
34:10:21.81 Longitude
-97:10:30.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
011 NBI Text
22640 Vault Link
http://plansrv1/bridgemaintvault/b22640 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.172725 Longitude DD
-97.175239 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
22924 x
-10817498.1231947 y
4052018.42073072 |
|||||||||||||||||||||||||||||||||||||
| 22836 | 5586T0381SX | 22836 | Oklahoma | KILPATRICK TP | KELLEY AVE. UNDER | 5586T0285SX | 100ft. PCB SPAN BRIDGE | 1991 | 35.599397 | -97.495739 | 101.05 | 66.699 | — | 1 | 0 | 4 | 47.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 13300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22917 BRKEY
22836 NBI No.
22836 On Under
1 Structure No.
5586T0381SX Control No.
086 Lane Ind.
S Milepoint
03810 Facility Carried
KILPATRICK TP Feature Intersected
KELLEY AVE. UNDER Division
04 County
109 Location
131.33EB Sufficiency
76.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
13300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
47.999 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
66.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98.7 HS Inv. Rating Method
1 HS Inv. Method
59.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2004 Min Measured Clearance
1811 NBI Rating
22836 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PCB SPAN BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0285SX H Index
94.1746 Latitude
35:35:57.83 Longitude
-97:29:44.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
131.33EB NBI Text
22836 Vault Link
http://plansrv1/bridgemaintvault/b22836 GIS FO/SD
FO H Inv. Method
54.3 Latitude DD
35.599397 Longitude DD
-97.495739 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22917 x
-10853176.0199939 y
4245638.10560549 |
|||||||||||||||||||||||||||||||||||||
| 22639 | 1002 2219NX | 22639 | Carter | U.S. 70 | HICKORY CREEK | 1002 2219NX | 50ft. - 50ft. - 40ft. PC BEAM SPANS | 1990 | 34.173022 | -97.175239 | 139.108 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22905 BRKEY
22639 NBI No.
22639 On Under
1 Structure No.
1002 2219NX Control No.
002 Lane Ind.
N Milepoint
22190 Facility Carried
U.S. 70 Feature Intersected
HICKORY CREEK Division
07 County
019 Location
21.9 MI E JEFFERSON C/L Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1990 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
139.108 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
0.124274 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
22639 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. - 50ft. - 40ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1002 2219NX H Index
97.2948 Latitude
34:10:22.88 Longitude
-97:10:30.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
010 NBI Text
22639 Vault Link
http://plansrv1/bridgemaintvault/b22639 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.173022 Longitude DD
-97.175239 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
22905 x
-10817498.1231947 y
4052058.38208288 |
|||||||||||||||||||||||||||||||||||||
| 22638 | 7278 1072SX | 22638 | Tulsa | I-44 EB | 21ST ST. UNDER | 7278 1072SX | 77ft.,134ft.,77ft.CONPLT G | 1990 | 36.13323056 | -95.86845278 | 290 | 67.585 | — | 3 | 50 | 4 | 63.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 27600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22904 BRKEY
22638 NBI No.
22638 On Under
1 Structure No.
7278 1072SX Control No.
078 Lane Ind.
S Milepoint
10720 Facility Carried
I-44 EB Feature Intersected
21ST ST. UNDER Division
08 County
143 Location
2.1 MI E JCT SH 51 Sufficiency
96.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
63.999 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
1990 ADT Total
27600 ADT Year
2022 Design Load
HS 20 Skew
50 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
290 Deck Width
67.585 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.3 HS Inv. Rating Method
1 HS Inv. Method
46.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
44160 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
1808 Max Measured Clearance
2001 Min Measured Clearance
1905 NBI Rating
22638 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
77ft.,134ft.,77ft.CONPLT G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1072SX H Index
98.2074 Latitude
36:07:59.63 Longitude
-95:52:06.43 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-44 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
22638 Vault Link
http://plansrv1/bridgemaintvault/b22638 GIS FO/SD
Meets Standards H Inv. Method
28.6 Latitude DD
36.13323056 Longitude DD
-95.86845278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22904 x
-10672027.3466086 y
4318969.21131557 |
|||||||||||||||||||||||||||||||||||||
| 22637 | 1036 1832EX | 22637 | Carter | I-35 NB | S.H. 53 UNDER | 1036 1832EX | 40ft. - 55ft. - 40ft. PC BEAM SPANS SKEWED 20 DEG. | 1990 | 34.33253056 | -97.15225 | 137.3 | 39.8 | — | 3 | 20 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22903 BRKEY
22637 NBI No.
22637 On Under
1 Structure No.
1036 1832EX Control No.
036 Lane Ind.
E Milepoint
18320 Facility Carried
I-35 NB Feature Intersected
S.H. 53 UNDER Division
07 County
019 Location
9.2 MI N JCT SH142 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1990 ADT Total
15400 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.3 Deck Width
39.8 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24640 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
1800 Min Measured Clearance
1800 NBI Rating
22637 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 55ft. - 40ft. PC BEAM SPANS SKEWED 20 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 1832EX H Index
98.6734 Latitude
34:19:57.11 Longitude
-97:09:08.1 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
123 NBI Text
22637 Vault Link
http://plansrv1/bridgemaintvault/b22637 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.33253056 Longitude DD
-97.15225 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22903 x
-10814938.9994208 y
4073540.63323205 |
|||||||||||||||||||||||||||||||||||||
| 22636 | 1036 1832WX | 22636 | Carter | I-35 SB | S.H. 53 UNDER | 1036 1832WX | 40ft. - 55ft. - 40ft. PC BEAM SPANS SKEWED 20 DEG. | 1990 | 34.33253056 | -97.15283611 | 137.3 | 39.8 | — | 3 | 20 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22902 BRKEY
22636 NBI No.
22636 On Under
1 Structure No.
1036 1832WX Control No.
036 Lane Ind.
W Milepoint
18320 Facility Carried
I-35 SB Feature Intersected
S.H. 53 UNDER Division
07 County
019 Location
9.2 MI N JCT SH142 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1990 ADT Total
14850 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.3 Deck Width
39.8 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
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
1800 Min Measured Clearance
1800 NBI Rating
22636 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 55ft. - 40ft. PC BEAM SPANS SKEWED 20 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 1832WX H Index
93.0357 Latitude
34:19:57.11 Longitude
-97:09:10.21 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
124 NBI Text
22636 Vault Link
http://plansrv1/bridgemaintvault/b22636 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.33253056 Longitude DD
-97.15283611 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22902 x
-10815004.2448876 y
4073540.63323205 |
|||||||||||||||||||||||||||||||||||||
| 22635 | 6718 1160 X | 22635 | Seminole | S.H. 56 | LITTLE RIVER O'FLOW | 6718 1160 X | 3-40ft. PRESTRESSED CO | 1990 | 34.968733 | -96.511533 | 120.079 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | 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 | 820 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22901 BRKEY
22635 NBI No.
22635 On Under
1 Structure No.
6718 1160 X Control No.
018 Lane Ind.
Milepoint
11600 Facility Carried
S.H. 56 Feature Intersected
LITTLE RIVER O'FLOW Division
03 County
133 Location
1.5 MI N SASAKWA Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1990 ADT Total
820 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120.079 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 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
22635 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
3-40ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6718 1160 X H Index
91.7717 Latitude
34:58:07.44 Longitude
-96:30:41.52 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
4 Local Bridge ID
-1 NBI Text
22635 Vault Link
http://plansrv1/bridgemaintvault/b22635 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
34.968733 Longitude DD
-96.511533 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22901 x
-10743614.7092382 y
4159632.89504774 |
|||||||||||||||||||||||||||||||||||||
| 22822 | 7323 0458 X | 22822 | Wagoner | S.H. 16 | CLINGAN CREEK | 7323 0458 X | 90ft. PRESTRESSED CONC | 1991 | 35.857033 | -95.335953 | 89.895 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Other (9) | Open, no restriction (A) | 94.7 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22867 BRKEY
22822 NBI No.
22822 On Under
1 Structure No.
7323 0458 X Control No.
023 Lane Ind.
Milepoint
04580 Facility Carried
S.H. 16 Feature Intersected
CLINGAN CREEK Division
01 County
145 Location
4.7 MI N MUSKOGEE CO Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00016 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
1991 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
9 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
89.895 Deck Width
42.001 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.3 HS Inv. Rating Method
1 HS Inv. Method
43.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
19.883878 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
22822 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft. PRESTRESSED CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7323 0458 X H Index
99.5976 Latitude
35:51:25.32 Longitude
-95:20:09.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22822 Vault Link
http://plansrv1/bridgemaintvault/b22822 GIS FO/SD
Meets Standards H Inv. Method
31.1 Latitude DD
35.857033 Longitude DD
-95.335953 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22867 x
-10612749.7422515 y
4280967.12316664 |
|||||||||||||||||||||||||||||||||||||
| 22725 | 6246R0874 X | 22725 | Pontotoc | TURNPIKE | CREEK | 6246R0874 X | R.C.B. | 1991 | 34.668025 | -96.78406389 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Q | 4000 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
22860 BRKEY
22725 NBI No.
22725 On Under
1 Structure No.
6246R0874 X Control No.
046 Lane Ind.
Milepoint
08740 Facility Carried
TURNPIKE Feature Intersected
CREEK Division
03 County
123 Location
8.7 MI E OF C/L Sufficiency
84.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
Q Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
4000 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
2 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3900 Future ADT Year
2017 Bypass Detour
39.767756 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22725 ODOT County
62 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
R.C.B. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6246R0874 X H Index
100 Latitude
34:40:04.89 Longitude
-96:47:02.63 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
TURNPIKE Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22725 Vault Link
http://plansrv1/bridgemaintvault/b22725 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.668025 Longitude DD
-96.78406389 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22860 x
-10773952.7091385 y
4118858.08454566 |
|||||||||||||||||||||||||||||||||||||
| 22724 | 6246T0714 X | 22724 | Pontotoc | CHICKASAW TP | CREEK | 6246T0714 X | 2 - 10ft. X 7ft. X 94ft. RCB | 1991 | 34.65305278 | -96.80408333 | 20.997 | 96.001 | — | 2 | 0 | 2 | 93.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.4 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Q | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22859 BRKEY
22724 NBI No.
22724 On Under
1 Structure No.
6246T0714 X Control No.
046 Lane Ind.
Milepoint
07140 Facility Carried
CHICKASAW TP Feature Intersected
CREEK Division
03 County
123 Location
7.1 MI E OF C/L Sufficiency
89.4 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
Q Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
93.999 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
20.997 Deck Width
96.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
4000 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
0 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
22724 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 7ft. X 94ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6246T0714 X H Index
100 Latitude
34:39:10.99 Longitude
-96:48:14.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CHICKASAW TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16.71 NBI Text
22724 Vault Link
http://plansrv1/bridgemaintvault/b22724 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.65305278 Longitude DD
-96.80408333 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22859 x
-10776181.2630052 y
4116831.79017052 |
|||||||||||||||||||||||||||||||||||||
| 22723 | 6246T0394 X | 22723 | Pontotoc | CHICKASAW TP | CREEK | 6246T0394 X | 2 - 10ft. X 6ft. R.C.B., SK60RF | 1991 | 34.6343 | -96.84790833 | 24.199 | 97.999 | — | 2 | 30 | 2 | 96.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.4 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Q | 2500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22858 BRKEY
22723 NBI No.
22723 On Under
1 Structure No.
6246T0394 X Control No.
046 Lane Ind.
Milepoint
03940 Facility Carried
CHICKASAW TP Feature Intersected
CREEK Division
03 County
123 Location
3.9 MI E OF C/L Sufficiency
89.4 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
Q Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
96.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
97.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
4000 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
0 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
22723 ODOT County
62 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. R.C.B., SK60RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6246T0394 X H Index
100 Latitude
34:38:03.48 Longitude
-96:50:52.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CHICKASAW TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
13.51 NBI Text
22723 Vault Link
http://plansrv1/bridgemaintvault/b22723 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.6343 Longitude DD
-96.84790833 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22858 x
-10781059.8396892 y
4114294.36260669 |
|||||||||||||||||||||||||||||||||||||
| 22622 | 6336 0041WX | 22622 | Pottawatomie | S.H. 99 SB | SHAN CREEK | 6336 0041 X | 110ft. PRESTRESSED CON | 1990 | 35.40675833 | -96.66938611 | 111.877 | 41.995 | — | 1 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.7 | Fair (5) | 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 | 2850 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22852 BRKEY
22622 NBI No.
22622 On Under
1 Structure No.
6336 0041WX Control No.
036 Lane Ind.
W Milepoint
00410 Facility Carried
S.H. 99 SB Feature Intersected
SHAN CREEK Division
03 County
125 Location
0.5 MI N SEMINOLE CO Sufficiency
88.7 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 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
1990 ADT Total
2850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40.026 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
111.877 Deck Width
41.995 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
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
43.4 HS Inv. Rating Method
3 HS Inv. Method
24.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22622 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
110ft. PRESTRESSED CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6336 0041 X H Index
99.9278 Latitude
35:24:24.33 Longitude
-96:40:09.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22622 Vault Link
http://plansrv1/bridgemaintvault/b22622 GIS FO/SD
Meets Standards H Inv. Method
24.6 Latitude DD
35.40675833 Longitude DD
-96.66938611 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22852 x
-10761186.8370635 y
4219296.29016062 |
|||||||||||||||||||||||||||||||||||||
| 22722 | 5586T0569 X | 22722 | Oklahoma | KILPATRICK TP | CHISHOLM CREEK | 5586T0541 X | 2-10ft.X6ft.X416ft. RCB, SK 67 RF | 1991 | 35.606572 | -97.528114 | 22.5 | 417.999 | — | 2 | 23 | 4 | 416.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 47600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22839 BRKEY
22722 NBI No.
22722 On Under
1 Structure No.
5586T0569 X Control No.
086 Lane Ind.
Milepoint
05690 Facility Carried
KILPATRICK TP Feature Intersected
CHISHOLM CREEK Division
04 County
109 Location
129.44 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
47600 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
2 Road Width
416.001 Ref. Underclearance Rt.
H Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
17 Appr. Roadway Width
147.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.5 Deck Width
417.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
76160 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22722 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X6ft.X416ft. RCB, SK 67 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0541 X H Index
100 Latitude
35:36:23.66 Longitude
-97:31:41.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
129.44 NBI Text
22722 Vault Link
http://plansrv1/bridgemaintvault/b22722 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.606572 Longitude DD
-97.528114 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22839 x
-10856779.9885083 y
4246620.45265763 |
|||||||||||||||||||||||||||||||||||||
| 22721 | 5034 0209 X | 22721 | Murray | S.H. 7 SPUR | CREEK | 5034T0209 X | 2 - 10ft. X 4ft. X 85ft. R.C.B., SK45LF | 1991 | 34.53292778 | -96.99584444 | 30 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22838 BRKEY
22721 NBI No.
22721 On Under
1 Structure No.
5034 0209 X Control No.
034 Lane Ind.
Milepoint
02090 Facility Carried
S.H. 7 SPUR Feature Intersected
CREEK Division
07 County
099 Location
2.09 MI NE OF SH 7 Sufficiency
98.7 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
2500 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
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
30 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
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
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4000 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
0 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
22721 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 4ft. X 85ft. R.C.B., SK45LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5034T0209 X H Index
91.3375 Latitude
34:31:58.54 Longitude
-96:59:45.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 SPUR Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
42 NBI Text
22721 Vault Link
http://plansrv1/bridgemaintvault/b22721 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.53292778 Longitude DD
-96.99584444 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22838 x
-10797528.0121244 y
4100587.66499579 |
|||||||||||||||||||||||||||||||||||||
| 22983 | 5736 1357 X | 22983 | Osage | S.H. 10 | CREEK | 5736 1357 X | 3-10ft.X 12ft.X 116ft. R.C.BOX WITH CURTAINWALL UP & DOWNSTREAM | 1992 | 36.86794444 | -96.19439722 | 32.152 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 230 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22827 BRKEY
22983 NBI No.
22983 On Under
1 Structure No.
5736 1357 X Control No.
036 Lane Ind.
Milepoint
13570 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
113 Location
1.5 MI. E. JCT. SH99 Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1992 ADT Total
230 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
10 Appr. Roadway Width
30 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.
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
368 Future ADT Year
2042 Bypass Detour
16.155651 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
22983 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
3-10ft.X 12ft.X 116ft. R.C.BOX WITH CURTAINWALL UP & DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5736 1357 X H Index
99.2413 Latitude
36:52:04.6 Longitude
-96:11:39.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22983 Vault Link
http://plansrv1/bridgemaintvault/b22983 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.86794444 Longitude DD
-96.19439722 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22827 x
-10708311.3156963 y
4420715.89489944 |
|||||||||||||||||||||||||||||||||||||
| 22982 | 6210 0377 X | 22982 | Pontotoc | S.H. 1 | MUDDY BOGGY CREEK | 6210 0377 X | 3-10ft. X 14ft. X 243ft. | 1992 | 34.78119167 | -96.60342222 | 34.121 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22826 BRKEY
22982 NBI No.
22982 On Under
1 Structure No.
6210 0377 X Control No.
010 Lane Ind.
Milepoint
03770 Facility Carried
S.H. 1 Feature Intersected
MUDDY BOGGY CREEK Division
03 County
123 Location
4.5 MI E JCT SH 3 Sufficiency
84.9 Kind Hwy
3 Level Service
1 Route No.
00001 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
1992 ADT Total
6000 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
20 Appr. Roadway Width
37.999 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 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
9600 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
22982 ODOT County
62 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 14ft. X 243ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6210 0377 X H Index
94.4818 Latitude
34:46:52.29 Longitude
-96:36:12.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22982 Vault Link
http://plansrv1/bridgemaintvault/b22982 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.78119167 Longitude DD
-96.60342222 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
22826 x
-10753843.770418 y
4134185.57979503 |
|||||||||||||||||||||||||||||||||||||
| 22894 | 4950T0297 X | 22894 | Mayes | CO. RD. N4370 | CHEROKEE TP UNDER | 4950T0297 X | 2-100ft. PC BEAM SPANS | 1991 | 36.180483 | -95.225328 | 208.599 | 32.001 | — | 2 | 10 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22821 BRKEY
22894 NBI No.
22894 On Under
1 Structure No.
4950T0297 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4370 Feature Intersected
CHEROKEE TP UNDER Division
08 County
097 Location
2.97 MI.NE OF TP GATE Sufficiency
71.7 Kind Hwy
4 Level Service
1 Route No.
N4370 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
208.599 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 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
1 HS Operating Rating
45.305 HS Inv. Rating Method
1 HS Inv. Method
27.117 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1806 Min Measured Clearance
1608 NBI Rating
22894 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T0297 X H Index
100 Latitude
36:10:49.74 Longitude
-95:13:31.18 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4370 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.97 NBI Text
22894 Vault Link
http://plansrv1/bridgemaintvault/b22894 GIS FO/SD
Meets Standards H Inv. Method
25.022 Latitude DD
36.180483 Longitude DD
-95.225328 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22821 x
-10600435.0235825 y
4325484.0572024 |
|||||||||||||||||||||||||||||||||||||
| 22893 | 5563 0265 X | 22893 | Oklahoma | GRAND BLVD. | S.H. 74 UNDER | 5563 0260 X | 220.75ft. POST-TENSIONED CONC. BOX GIRDER SPAN SK. 59 DEG. | 1991 | 35.54421667 | -97.57491389 | 220.75 | 65.748 | — | 1 | 31 | 4 | 50 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22820 BRKEY
22893 NBI No.
22893 On Under
1 Structure No.
5563 0265 X Control No.
Lane Ind.
Milepoint
Facility Carried
GRAND BLVD. Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
2.6 MI N I-44 Sufficiency
80.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
31 No. Main Spans
1 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
16.998 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
220.75 Deck Width
65.748 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
2201 Min Measured Clearance
1700 NBI Rating
22893 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.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
220.75ft. POST-TENSIONED CONC. BOX GIRDER SPAN SK. 59 DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0260 X H Index
82.8607 Latitude
35:32:39.18 Longitude
-97:34:29.69 I257A
0 I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
GRAND BLVD. Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
22893 Vault Link
http://plansrv1/bridgemaintvault/b22893 GIS FO/SD
FO H Inv. Method
35.715 Latitude DD
35.54421667 Longitude DD
-97.57491389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
22820 x
-10861989.7284323 y
4238086.17038706 |
|||||||||||||||||||||||||||||||||||||
| 22892 | 2144T1109 X | 22892 | Delaware | CO. RD. N4600 | CHEROKEE TP UNDER | 2144T1109 X | 2-103ft. P.C.BEAM SPANS | 1991 | 36.21702222 | -94.81541111 | 200.131 | 32.7 | — | 2 | 13 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22819 BRKEY
22892 NBI No.
22892 On Under
1 Structure No.
2144T1109 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4600 Feature Intersected
CHEROKEE TP UNDER Division
08 County
041 Location
11.09 MI E OF C/L Sufficiency
67.8 Kind Hwy
4 Level Service
1 Route No.
N4600 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29.856 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
200.131 Deck Width
32.7 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
63.383 HS Inv. Rating Method
1 HS Inv. Method
37.92 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1806 Min Measured Clearance
1705 NBI Rating
22892 ODOT County
21 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
2-103ft. P.C.BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T1109 X H Index
100 Latitude
36:13:01.28 Longitude
-94:48:55.48 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4600 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26.79 NBI Text
22892 Vault Link
http://plansrv1/bridgemaintvault/b22892 GIS FO/SD
Meets Standards H Inv. Method
36.156 Latitude DD
36.21702222 Longitude DD
-94.81541111 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22819 x
-10554803.2841201 y
4330524.53148089 |
|||||||||||||||||||||||||||||||||||||
| 22891 | 2144T0904 X | 22891 | Delaware | CO. RD. N4580 | CHEROKEE TP UNDER | 2144T0904 X | 2-103ft. P.C.BEAM SPANS | 1991 | 36.21152222 | -94.85089167 | 206.037 | 32.7 | — | 2 | 0 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22818 BRKEY
22891 NBI No.
22891 On Under
1 Structure No.
2144T0904 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4580 Feature Intersected
CHEROKEE TP UNDER Division
08 County
041 Location
9.04 MI E OF C/L Sufficiency
66.8 Kind Hwy
4 Level Service
1 Route No.
N4580 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29.856 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
206.037 Deck Width
32.7 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
63.383 HS Inv. Rating Method
1 HS Inv. Method
37.92 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1902 Min Measured Clearance
1704 NBI Rating
22891 ODOT County
21 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
2-103ft. P.C.BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0904 X H Index
100 Latitude
36:12:41.48 Longitude
-94:51:03.21 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4580 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.74 NBI Text
22891 Vault Link
http://plansrv1/bridgemaintvault/b22891 GIS FO/SD
Meets Standards H Inv. Method
36.156 Latitude DD
36.21152222 Longitude DD
-94.85089167 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22818 x
-10558752.9619923 y
4329765.67277175 |
|||||||||||||||||||||||||||||||||||||
| 22890 | 2144T0801 X | 22890 | Delaware | CO. RD. N4570 | CHEROKEE TP UNDER | 2144T0801 X | 2-103ft. SPAN PC BEAM SPANS | 1991 | 36.21171111 | -94.86931111 | 200.131 | 32.7 | — | 2 | 0 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22817 BRKEY
22890 NBI No.
22890 On Under
1 Structure No.
2144T0801 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4570 Feature Intersected
CHEROKEE TP UNDER Division
08 County
041 Location
8.01 MI E OF C/L Sufficiency
67.8 Kind Hwy
4 Level Service
1 Route No.
N4570 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
200.131 Deck Width
32.7 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
63.383 HS Inv. Rating Method
1 HS Inv. Method
37.92 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1805 Min Measured Clearance
1705 NBI Rating
22890 ODOT County
21 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
2-103ft. SPAN PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0801 X H Index
100 Latitude
36:12:42.16 Longitude
-94:52:09.52 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4570 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.71 NBI Text
22890 Vault Link
http://plansrv1/bridgemaintvault/b22890 GIS FO/SD
Meets Standards H Inv. Method
36.156 Latitude DD
36.21171111 Longitude DD
-94.86931111 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22817 x
-10560803.4046738 y
4329791.73385482 |
|||||||||||||||||||||||||||||||||||||
| 22889 | 5586T0180 X | 22889 | Oklahoma | BRYANT AVE | KILPATRICK TP UNDER | 5586T0151 X | 2-100ft. PCB SPAN BRID | 1991 | 35.60151667 | -97.46033333 | 202.1 | 63.999 | — | 2 | 0 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22816 BRKEY
22889 NBI No.
22889 On Under
1 Structure No.
5586T0180 X Control No.
Lane Ind.
Milepoint
Facility Carried
BRYANT AVE Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
133.34 Sufficiency
95 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.1 Deck Width
63.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.6 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1708 Min Measured Clearance
1703 NBI Rating
22889 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.001 Description
2-100ft. PCB SPAN BRID Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0151 X H Index
100 Latitude
35:36:05.46 Longitude
-97:27:37.2 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
BRYANT AVE Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
133.34 NBI Text
22889 Vault Link
http://plansrv1/bridgemaintvault/b22889 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
35.60151667 Longitude DD
-97.46033333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22816 x
-10849234.6788383 y
4245928.30571761 |
|||||||||||||||||||||||||||||||||||||
| 22888 | 4950T0596 X | 22888 | Mayes | CO. RD. N4400 | CHEROKEE TP UNDER | 4950T0596 X | 2-100ft. PC BEAM SPANS | 1991 | 36.185372 | -95.172331 | 201.601 | 32.001 | — | 2 | 10 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22797 BRKEY
22888 NBI No.
22888 On Under
1 Structure No.
4950T0596 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4400 Feature Intersected
CHEROKEE TP UNDER Division
08 County
097 Location
5.96 MI.NE OF TP GATE Sufficiency
71.7 Kind Hwy
4 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
201.601 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 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
1 HS Operating Rating
45.305 HS Inv. Rating Method
1 HS Inv. Method
27.117 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1609 Min Measured Clearance
1601 NBI Rating
22888 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T0596 X H Index
100 Latitude
36:11:07.34 Longitude
-95:10:20.39 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4400 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.96 NBI Text
22888 Vault Link
http://plansrv1/bridgemaintvault/b22888 GIS FO/SD
Meets Standards H Inv. Method
25.022 Latitude DD
36.185372 Longitude DD
-95.172331 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22797 x
-10594535.4245289 y
4326158.34358734 |
|||||||||||||||||||||||||||||||||||||
| 22887 | 4950T0520 X | 22887 | Mayes | CO. RD. N4393 | CHEROKEE TP UNDER | 4950T0520 X | 2-100ft. PC BEAM SPANS | 1991 | 36.1843 | -95.185792 | 201.601 | 32.001 | — | 2 | 10 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.6 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22796 BRKEY
22887 NBI No.
22887 On Under
1 Structure No.
4950T0520 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4393 Feature Intersected
CHEROKEE TP UNDER Division
08 County
097 Location
5.20 MI.NE OF TP GATE Sufficiency
71.6 Kind Hwy
4 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
201.601 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 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
1 HS Operating Rating
45.3 HS Inv. Rating Method
1 HS Inv. Method
27.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
1705 Min Measured Clearance
1611 NBI Rating
22887 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T0520 X H Index
89.8116 Latitude
36:11:03.48 Longitude
-95:11:08.85 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4393 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.20 NBI Text
22887 Vault Link
http://plansrv1/bridgemaintvault/b22887 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.1843 Longitude DD
-95.185792 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22796 x
-10596033.8961944 y
4326010.49073073 |
|||||||||||||||||||||||||||||||||||||
| 22886 | 4950T0394 X | 22886 | Mayes | CO. RD. N4380 | CHEROKEE TP UNDER | 4950T0394 X | 2-100ft. PC BEAM SPANS | 1991 | 36.183025 | -95.208147 | 201.601 | 32.001 | — | 2 | 10 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22795 BRKEY
22886 NBI No.
22886 On Under
1 Structure No.
4950T0394 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4380 Feature Intersected
CHEROKEE TP UNDER Division
08 County
097 Location
3.94 MI.NE OF TP GATE Sufficiency
71.7 Kind Hwy
4 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
201.601 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 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
1 HS Operating Rating
45.305 HS Inv. Rating Method
1 HS Inv. Method
27.117 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1708 Min Measured Clearance
1610 NBI Rating
22886 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T0394 X H Index
100 Latitude
36:10:58.89 Longitude
-95:12:29.33 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4380 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.94 NBI Text
22886 Vault Link
http://plansrv1/bridgemaintvault/b22886 GIS FO/SD
Meets Standards H Inv. Method
25.022 Latitude DD
36.183025 Longitude DD
-95.208147 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22795 x
-10598522.4434111 y
4325834.6422531 |
|||||||||||||||||||||||||||||||||||||
| 22885 | 5586T0743 X | 22885 | Oklahoma | HIGH PARK BLVD. | KILPATRICK TP UNDER | 5586T0715 X | 2-100ft. PCB SPAN BRID | 1991 | 35.60945 | -97.55823056 | 201.115 | 84.501 | — | 2 | 0 | 6 | 76.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.4 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22794 BRKEY
22885 NBI No.
22885 On Under
1 Structure No.
5586T0743 X Control No.
Lane Ind.
Milepoint
Facility Carried
HIGH PARK BLVD. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
127.70 Sufficiency
88.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
76.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
76.001 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
85.801 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
201.115 Deck Width
84.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.6 HS Inv. Rating Method
1 HS Inv. Method
34.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1806 Min Measured Clearance
1611 NBI Rating
22885 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.299 Description
2-100ft. PCB SPAN BRID Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0715 X H Index
89.4129 Latitude
35:36:34.02 Longitude
-97:33:29.63 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
HIGH PARK BLVD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
127.70 NBI Text
22885 Vault Link
http://plansrv1/bridgemaintvault/b22885 GIS FO/SD
FO H Inv. Method
44.8 Latitude DD
35.60945 Longitude DD
-97.55823056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22794 x
-10860132.548632 y
4247014.5115321 |
|||||||||||||||||||||||||||||||||||||
| 22884 | 5586T0793 X | 22884 | Oklahoma | MAY AVE. | KILPATRICK TP UNDER | 5586T0764 X | 2-100ft. PCB SPAN BRID | 1991 | 35.60949722 | -97.56703056 | 201.115 | 85 | — | 2 | 0 | 6 | 76.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.4 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22793 BRKEY
22884 NBI No.
22884 On Under
1 Structure No.
5586T0793 X Control No.
Lane Ind.
Milepoint
Facility Carried
MAY AVE. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
127.20 Sufficiency
96.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
76.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
76.001 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
8.002 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
201.115 Deck Width
85 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.6 HS Inv. Rating Method
1 HS Inv. Method
34.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1708 Min Measured Clearance
1609 NBI Rating
22884 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.25 Description
2-100ft. PCB SPAN BRID Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0764 X H Index
100 Latitude
35:36:34.19 Longitude
-97:34:01.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
MAY AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
127.20 NBI Text
22884 Vault Link
http://plansrv1/bridgemaintvault/b22884 GIS FO/SD
Meets Standards H Inv. Method
44.8 Latitude DD
35.60949722 Longitude DD
-97.56703056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22793 x
-10861112.160151 y
4247020.9770638 |
|||||||||||||||||||||||||||||||||||||
| 22883 | 5563 0421 X | 22883 | Oklahoma | BRITTON RD. | S.H. 74 UNDER | 5563 0410 X | 196ft. POST-TENSIONED CONC. BOX GIRDER SPAN SK.76DEG. | 1991 | 35.56562222 | -97.57456111 | 196.749 | 55.748 | — | 1 | 14 | 3 | 40 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22792 BRKEY
22883 NBI No.
22883 On Under
1 Structure No.
5563 0421 X Control No.
Lane Ind.
Milepoint
Facility Carried
BRITTON RD. Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
4.1 MI N I-44 Sufficiency
81.1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
16.998 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
196.749 Deck Width
55.748 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
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1703 Min Measured Clearance
1608 NBI Rating
22883 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.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
196ft. POST-TENSIONED CONC. BOX GIRDER SPAN SK.76DEG. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0410 X H Index
87.188 Latitude
35:33:56.24 Longitude
-97:34:28.42 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
BRITTON RD. Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
22883 Vault Link
http://plansrv1/bridgemaintvault/b22883 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.56562222 Longitude DD
-97.57456111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
22792 x
-10861950.4571424 y
4241015.09913382 |
|||||||||||||||||||||||||||||||||||||
| 22881 | 5586T0280 X | 22881 | Oklahoma | EASTERN AVE. | KILPATRICK TP UNDER | 5586T0251 X | 100ft.-89ft. PCB SPAN BRIDGE | 1991 | 35.60136389 | -97.47810833 | 190.945 | 86.001 | — | 2 | 0 | 5 | 76.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 1660 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22772 BRKEY
22881 NBI No.
22881 On Under
1 Structure No.
5586T0280 X Control No.
Lane Ind.
Milepoint
Facility Carried
EASTERN AVE. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
132.34 Sufficiency
97 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
76.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
1660 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
76.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
190.945 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
51.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2656 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
2204 Min Measured Clearance
1607 NBI Rating
22881 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.001 Description
100ft.-89ft. PCB SPAN BRIDGE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0251 X H Index
89.2351 Latitude
35:36:04.91 Longitude
-97:28:41.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
EASTERN AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
132.34 NBI Text
22881 Vault Link
http://plansrv1/bridgemaintvault/b22881 GIS FO/SD
Meets Standards H Inv. Method
49.6 Latitude DD
35.60136389 Longitude DD
-97.47810833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22772 x
-10851213.3827872 y
4245907.38863242 |
|||||||||||||||||||||||||||||||||||||
| 22880 | 5586T0482 X | 22880 | Oklahoma | SANTA FE AVE. | KILPATRICK TP UNDER | 5586T0453 X | 2-100ft. PCB SPAN BRID | 1991 | 35.601275 | -97.51365 | 198.999 | 61.667 | — | 2 | 30 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22771 BRKEY
22880 NBI No.
22880 On Under
1 Structure No.
5586T0482 X Control No.
Lane Ind.
Milepoint
Facility Carried
SANTA FE AVE. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
130.31 Sufficiency
95.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
8.002 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
198.999 Deck Width
61.667 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.8 HS Inv. Rating Method
1 HS Inv. Method
44.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1903 Min Measured Clearance
1608 NBI Rating
22880 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.001 Description
2-100ft. PCB SPAN BRID Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0453 X H Index
98.9435 Latitude
35:36:04.59 Longitude
-97:30:49.14 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
SANTA FE AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
130.31 NBI Text
22880 Vault Link
http://plansrv1/bridgemaintvault/b22880 GIS FO/SD
Meets Standards H Inv. Method
42.8 Latitude DD
35.601275 Longitude DD
-97.51365 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22771 x
-10855169.8633935 y
4245895.21873521 |
|||||||||||||||||||||||||||||||||||||
| 22879 | 5034T0400 X | 22879 | Murray | CHICKASAW TP | U.S. 177 UNDER | 5034T0400 X | 45ft.-90ft.-45ft. PC BEAM SPANS | 1991 | 34.54428056 | -96.96767778 | 180 | 46.699 | — | 3 | 0 | 2 | 43.999 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.4 | Satisfactory (6) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Q | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22770 BRKEY
22879 NBI No.
22879 On Under
1 Structure No.
5034T0400 X Control No.
034 Lane Ind.
Milepoint
04000 Facility Carried
CHICKASAW TP Feature Intersected
U.S. 177 UNDER Division
07 County
099 Location
3.9 MI NE OF SH 7 Sufficiency
96.4 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.999 Bridge System
Q Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
13.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
180 Deck Width
46.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
1704 Min Measured Clearance
1704 NBI Rating
22879 ODOT County
50 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-90ft.-45ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5034T0400 X H Index
89.7695 Latitude
34:32:39.41 Longitude
-96:58:03.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CHICKASAW TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.97 NBI Text
22879 Vault Link
http://plansrv1/bridgemaintvault/b22879 GIS FO/SD
Meets Standards H Inv. Method
25.4 Latitude DD
34.54428056 Longitude DD
-96.96767778 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22770 x
-10794392.5138758 y
4102121.86144362 |
|||||||||||||||||||||||||||||||||||||
| 22878 | 6816 0278 X | 22878 | Sequoyah | S.H. 82 | VIAN CREEK | 6816 0278 X | (3) 60ft. PC BEAM | 1991 | 35.53702222 | -94.97017222 | 182 | 42.2 | — | 3 | 0 | 2 | 40.5 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22769 BRKEY
22878 NBI No.
22878 On Under
1 Structure No.
6816 0278 X Control No.
016 Lane Ind.
Milepoint
02780 Facility Carried
S.H. 82 Feature Intersected
VIAN CREEK Division
01 County
135 Location
2.78 N JCT US-64 Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00082 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
1991 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.5 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 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
82.6 HS Inv. Rating Method
3 HS Inv. Method
41.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4480 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22878 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6816 0278 X H Index
87.8973 Latitude
35:32:13.28 Longitude
-94:58:12.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-0278 NBI Text
22878 Vault Link
http://plansrv1/bridgemaintvault/b22878 GIS FO/SD
Meets Standards H Inv. Method
41.4 Latitude DD
35.53702222 Longitude DD
-94.97017222 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22769 x
-10572031.2120799 y
4237101.92688172 |
|||||||||||||||||||||||||||||||||||||
| 22877 | 4950 0000 X | 22877 | Mayes | U.S. 412 ALT. | CHEROKEE TP WB UNDER | 4950 0000 X | 52ft. - 90ft. - 52ft. PC BEAM SPANS | 1991 | 36.176736 | -95.259586 | 194.78 | 41 | — | 3 | 30 | 1 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22768 BRKEY
22877 NBI No.
22877 On Under
1 Structure No.
4950 0000 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 412 ALT. Feature Intersected
CHEROKEE TP WB UNDER Division
08 County
097 Location
AT JCT OF TURNPIKE & 412A Sufficiency
91.7 Kind Hwy
2 Level Service
1 Route No.
0412A Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
31.001 Underclearance Left
31.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
194.78 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
107 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1801 Min Measured Clearance
1702 NBI Rating
22877 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
52ft. - 90ft. - 52ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950 0000 X H Index
95.7333 Latitude
36:10:36.25 Longitude
-95:15:34.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 412 ALT. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.53 NBI Text
22877 Vault Link
http://plansrv1/bridgemaintvault/b22877 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.176736 Longitude DD
-95.259586 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22768 x
-10604248.606698 y
4324967.30289126 |
|||||||||||||||||||||||||||||||||||||
| 23059 | 6726 0271 X | 23059 | Seminole | S.H. 59 | LITTLE RIVER | 6726 0271 X | 14-100ft. PRESTRESSED | 1992 | 35.15680556 | -96.75555556 | 1401.903 | 42.9 | — | 14 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | 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 | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22760 BRKEY
23059 NBI No.
23059 On Under
1 Structure No.
6726 0271 X Control No.
026 Lane Ind.
Milepoint
02710 Facility Carried
S.H. 59 Feature Intersected
LITTLE RIVER Division
03 County
133 Location
2.7 MI E&N POTT C/L Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1992 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
14 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1401.903 Deck Width
42.9 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
102.7 HS Inv. Rating Method
1 HS Inv. Method
48.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 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
23059 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
14-100ft. PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6726 0271 X H Index
98.4966 Latitude
35:09:24.5 Longitude
-96:45:20 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 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
23059 Vault Link
http://plansrv1/bridgemaintvault/b23059 GIS FO/SD
Meets Standards H Inv. Method
33.3 Latitude DD
35.15680556 Longitude DD
-96.75555556 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22760 x
-10770779.1763595 y
4185210.86366603 |
|||||||||||||||||||||||||||||||||||||
| 23058 | 4548 0137 X | 23058 | McCurtain | S.H. 4 | MOUNTAIN FORK CREEK | 4548 0137 X | (8) 135ft. CONTINUOUS PLATE GIRDER | 1992 | 34.459586 | -94.633497 | 1085 | 33.999 | — | 8 | 0 | 2 | 32.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.5 | Satisfactory (6) | 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 | 950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22759 BRKEY
23058 NBI No.
23058 On Under
1 Structure No.
4548 0137 X Control No.
048 Lane Ind.
Milepoint
01370 Facility Carried
S.H. 4 Feature Intersected
MOUNTAIN FORK CREEK Division
02 County
089 Location
1.4 E JCT US-259 Sufficiency
90.5 Kind Hwy
3 Level Service
1 Route No.
00004 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
1992 ADT Total
950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 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
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1085 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 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
8 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
1520 Future ADT Year
2042 Bypass Detour
54.680665 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
23058 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(8) 135ft. CONTINUOUS PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4548 0137 X H Index
98.6135 Latitude
34:27:34.51 Longitude
-94:38:00.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 4 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
89 NBI Text
23058 Vault Link
http://plansrv1/bridgemaintvault/b23058 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.459586 Longitude DD
-94.633497 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22759 x
-10534552.6980268 y
4090681.41003701 |
|||||||||||||||||||||||||||||||||||||
| 23057 | 7314 0714SX | 23057 | Wagoner | S.H. 51 | VERDIGRIS RIVER O'FLOW | 7314 0714SX | 17-50ft. PRESTRESSED C | 1992 | 35.951739 | -95.525172 | 851.05 | 40 | — | 17 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22758 BRKEY
23057 NBI No.
23057 On Under
1 Structure No.
7314 0714SX Control No.
014 Lane Ind.
S Milepoint
07140 Facility Carried
S.H. 51 Feature Intersected
VERDIGRIS RIVER O'FLOW Division
01 County
145 Location
7.3 MI E JCT SH-72 Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
9 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
1992 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
17 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
70 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
851.05 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
9 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.3 HS Inv. Rating Method
1 HS Inv. Method
37.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 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
23057 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
17-50ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7314 0714SX H Index
98.9036 Latitude
35:57:06.26 Longitude
-95:31:30.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23057 Vault Link
http://plansrv1/bridgemaintvault/b23057 GIS FO/SD
Meets Standards H Inv. Method
29.6 Latitude DD
35.951739 Longitude DD
-95.525172 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
22758 x
-10633813.5049799 y
4293982.76321459 |
|||||||||||||||||||||||||||||||||||||
| 23056 | 7314 0630SX | 23056 | Wagoner | S.H. 51 | VERDIGRIS RIVER O'FLOW | 7314 0630SX | 12-50ft. PRESTRESSED C | 1992 | 35.951722 | -95.540053 | 601.05 | 40 | — | 12 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Other (9) | Open, no restriction (A) | 94 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22757 BRKEY
23056 NBI No.
23056 On Under
1 Structure No.
7314 0630SX Control No.
014 Lane Ind.
S Milepoint
06300 Facility Carried
S.H. 51 Feature Intersected
VERDIGRIS RIVER O'FLOW Division
01 County
145 Location
6.4 M E JCT SH-72 Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
9 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
1992 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
9 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
70 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
601.05 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
9 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.3 HS Inv. Rating Method
1 HS Inv. Method
37.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 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
23056 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
12-50ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7314 0630SX H Index
99.2198 Latitude
35:57:06.2 Longitude
-95:32:24.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23056 Vault Link
http://plansrv1/bridgemaintvault/b23056 GIS FO/SD
Meets Standards H Inv. Method
29.6 Latitude DD
35.951722 Longitude DD
-95.540053 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
22757 x
-10635470.0503224 y
4293980.42547088 |