ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 13722 | 0816 1280 XC | 13722 | Caddo | S.H. 8 SD | CREEK (PRIVATE DR.) | 0816 1280 XC | 2-10ft.X 6ft.X 20ft. R.C.B | 1957 | 35.057492 | -98.234025 | 21.982 | 22.3 | — | 2 | 0 | 2 | 20.299 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | B | 24 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13992 BRKEY
13722 NBI No.
13722 On Under
1 Structure No.
0816 1280 XC Control No.
016 Lane Ind.
Milepoint
12800 Facility Carried
S.H. 8 SD Feature Intersected
CREEK (PRIVATE DR.) Division
07 County
015 Location
50' WEST OF SH 8 Sufficiency
97.3 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1957 ADT Total
24 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
20.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
22.3 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
32.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
38 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13722 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 20ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
0816 1280 XC H Index
92.3255 Latitude
35:03:26.97 Longitude
-98:14:02.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52 NBI Text
13722 Vault Link
http://plansrv1/bridgemaintvault/b13722 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.057492 Longitude DD
-98.234025 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
13992 x
-10935361.6415737 y
4171696.82452151 |
|||||||||||||||||||||||||||||||||||||
| 13721 | 0816 1205 X | 13721 | Caddo | S.H. 8 | CREEK | 0816 1205 X | 2-10ft.X 10ft.X 53ft. R.C. | 1957 | 35.04811389 | -98.23378889 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13991 BRKEY
13721 NBI No.
13721 On Under
1 Structure No.
0816 1205 X Control No.
016 Lane Ind.
Milepoint
12050 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
07 County
015 Location
1.7 S US62 ANADARKO Sufficiency
94.3 Kind Hwy
3 Level Service
1 Route No.
00008 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
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.9 HS Inv. Rating Method
1 HS Inv. Method
46.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13721 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 53ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0816 1205 X H Index
96.8571 Latitude
35:02:53.21 Longitude
-98:14:01.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50 NBI Text
13721 Vault Link
http://plansrv1/bridgemaintvault/b13721 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
35.04811389 Longitude DD
-98.23378889 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13991 x
-10935335.3579287 y
4170421.55335455 |
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| 13720 | 0816 1171 X | 13720 | Caddo | S.H. 8 | CREEK | 0816 1171 X | 2-10ft.X 5ft.X 44ft. R.C.B | 1957 | 35.04320556 | -98.233825 | 21.982 | 46.001 | — | 2 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13990 BRKEY
13720 NBI No.
13720 On Under
1 Structure No.
0816 1171 X Control No.
016 Lane Ind.
Milepoint
11710 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
07 County
015 Location
2 MI S US62 IN ANADARK Sufficiency
86.7 Kind Hwy
3 Level Service
1 Route No.
00008 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
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
46.001 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
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.2 HS Inv. Rating Method
1 HS Inv. Method
29.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13720 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 44ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0816 1171 X H Index
99.6394 Latitude
35:02:35.54 Longitude
-98:14:01.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
47 NBI Text
13720 Vault Link
http://plansrv1/bridgemaintvault/b13720 GIS FO/SD
Meets Standards H Inv. Method
16.4 Latitude DD
35.04320556 Longitude DD
-98.233825 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13990 x
-10935339.3776755 y
4169754.1582919 |
|||||||||||||||||||||||||||||||||||||
| 13719 | 5611 1159 X | 13719 | Okmulgee | U.S. 75 | ADAMS CREEK | 5611 1159 X | (2) 10ft. X 12ft. X 250ft. LONG RCB SK 30° | 1957 | 35.76473056 | -96.01501111 | 24 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 18000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13989 BRKEY
13719 NBI No.
13719 On Under
1 Structure No.
5611 1159 X Control No.
011 Lane Ind.
Milepoint
11590 Facility Carried
U.S. 75 Feature Intersected
ADAMS CREEK Division
01 County
111 Location
1.8 N JCT SH-16 Sufficiency
74 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
18000 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
27 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
24 Deck Width
0 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28800 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13719 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.201 Rt. Curb SW
1.201 Description
(2) 10ft. X 12ft. X 250ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5611 1159 X H Index
98.35 Latitude
35:45:53.03 Longitude
-96:00:54.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11-1159 NBI Text
13719 Vault Link
http://plansrv1/bridgemaintvault/b13719 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
35.76473056 Longitude DD
-96.01501111 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13989 x
-10688342.1452757 y
4268296.76299328 |
|||||||||||||||||||||||||||||||||||||
| 13718 | 5310 1132 X | 13718 | Nowata | S.H. 10 | CREEK | 5310 1132 X | 2-10ft. X 6ft. X 53.31ft. R.C. BOX WITH TR-4 RAILS SK. 60 DEG. | 1957 | 36.85125833 | -95.60043056 | 23.7 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13988 BRKEY
13718 NBI No.
13718 On Under
1 Structure No.
5310 1132 X Control No.
010 Lane Ind.
Milepoint
11320 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
105 Location
11.5 MI W CRAIG CO Sufficiency
91.4 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
720 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
23.7 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.3 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2042 Bypass Detour
55.923407 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
13718 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 53.31ft. R.C. BOX WITH TR-4 RAILS SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5310 1132 X H Index
53.0002 Latitude
36:51:04.53 Longitude
-95:36:01.55 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
13718 Vault Link
http://plansrv1/bridgemaintvault/b13718 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
36.85125833 Longitude DD
-95.60043056 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13988 x
-10642191.2495569 y
4418394.34615197 |
|||||||||||||||||||||||||||||||||||||
| 13625 | 2228 1908 X | 13625 | Dewey | S.H. 47 | CREEK | 2228 1908 X | 3-10ft.X10ft.X92ft. RDY. R.C.B., SK. 45 DEG. R.F. | 1956 | 35.82667778 | -99.02553333 | 41.01 | 94.003 | — | 3 | 45 | 2 | 92.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13985 BRKEY
13625 NBI No.
13625 On Under
1 Structure No.
2228 1908 X Control No.
028 Lane Ind.
Milepoint
19080 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
043 Location
19.0 MI E JCT S.H. 34 Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
92.001 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
1956 ADT Total
390 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
92.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
14 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
94.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
73.05 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
624 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13625 ODOT County
22 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.X10ft.X92ft. RDY. R.C.B., SK. 45 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2228 1908 X H Index
96.04 Latitude
35:49:36.04 Longitude
-99:01:31.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13625 Vault Link
http://plansrv1/bridgemaintvault/b13625 GIS FO/SD
Meets Standards H Inv. Method
54.85 Latitude DD
35.82667778 Longitude DD
-99.02553333 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13985 x
-11023471.9458279 y
4276798.63504628 |
|||||||||||||||||||||||||||||||||||||
| 13624 | 5206 1239 X | 13624 | Noble | U.S. 77 (7TH ST.) | CALF CREEK | 5206 1239 X | (12ft.-14ft.-12ft.) X 14ft.X 106ft. R.C.BOX | 1956 | 36.282225 | -97.28815833 | 39.993 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13984 BRKEY
13624 NBI No.
13624 On Under
1 Structure No.
5206 1239 X Control No.
006 Lane Ind.
Milepoint
12390 Facility Carried
U.S. 77 (7TH ST.) Feature Intersected
CALF CREEK Division
04 County
103 Location
0.4 MI S JCT US 64 Sufficiency
99.5 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
45.748 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1956 ADT Total
2100 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
11 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.993 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3360 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13624 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 14ft.X 106ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5206 1239 X H Index
94.0927 Latitude
36:16:56.01 Longitude
-97:17:17.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 (7TH STREET) Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13624 Vault Link
http://plansrv1/bridgemaintvault/b13624 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.282225 Longitude DD
-97.28815833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
13984 x
-10830068.245511 y
4339524.90928844 |
|||||||||||||||||||||||||||||||||||||
| 13623 | 1504 1220 X | 13623 | Coal | U.S. 75 | PINE CREEK | 1504 1220 X | (12ft.-14ft.-12ft.)X12ft.X96 | 1956 | 34.74879722 | -96.26525833 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13983 BRKEY
13623 NBI No.
13623 On Under
1 Structure No.
1504 1220 X Control No.
004 Lane Ind.
Milepoint
12200 Facility Carried
U.S. 75 Feature Intersected
PINE CREEK Division
03 County
029 Location
12.2 MI N SH3 Sufficiency
94.1 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
1800 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
12 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2042 Bypass Detour
42.253241 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
13623 ODOT County
15 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
(12ft.-14ft.-12ft.)X12ft.X96 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1504 1220 X H Index
96.36 Latitude
34:44:55.67 Longitude
-96:15:54.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13623 Vault Link
http://plansrv1/bridgemaintvault/b13623 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.74879722 Longitude DD
-96.26525833 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13983 x
-10716199.5383785 y
4129795.87353525 |
|||||||||||||||||||||||||||||||||||||
| 13622 | 4524 0645 X | 13622 | McCurtain | U.S. 259 | BAYOU CREEK | 4524 0645 X | (12ft. - 14ft. - 12ft.) X 14ft. X 50.4ft. LONG RCB | 1956 | 33.77588889 | -94.74786667 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13982 BRKEY
13622 NBI No.
13622 On Under
1 Structure No.
4524 0645 X Control No.
024 Lane Ind.
Milepoint
06450 Facility Carried
U.S. 259 Feature Intersected
BAYOU CREEK Division
02 County
089 Location
7.9 N TX S/L Sufficiency
95.4 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1956 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13622 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 14ft. X 50.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4524 0645 X H Index
97.3702 Latitude
33:46:33.2 Longitude
-94:44:52.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
74 NBI Text
13622 Vault Link
http://plansrv1/bridgemaintvault/b13622 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.77588889 Longitude DD
-94.74786667 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13982 x
-10547284.2714534 y
3998748.93050045 |
|||||||||||||||||||||||||||||||||||||
| 13914 | 1801T1480 X | 13914 | Craig | WILL ROGERS TPI-44 | LITTLE CABIN CREEK | 1801T1480 X | 2-48ft.,65ft.,2-48ft. PC B | 1992 | 36.66143889 | -95.08916389 | 257.874 | 77.001 | — | 5 | 0 | 4 | 73.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13981 BRKEY
13914 NBI No.
13914 On Under
1 Structure No.
1801T1480 X Control No.
001 Lane Ind.
Milepoint
14800 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
LITTLE CABIN CREEK Division
08 County
035 Location
51.47 MI.NE OF TP.GATE Sufficiency
91 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
73.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1992 ADT Total
19900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
73.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
257.874 Deck Width
77.001 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
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.6 HS Inv. Rating Method
1 HS Inv. Method
42.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31840 Future ADT Year
2042 Bypass Detour
1.242742 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
13914 ODOT County
18 Nav. Control
0 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
2-48ft.,65ft.,2-48ft. PC B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1480 X H Index
91.8041 Latitude
36:39:41.18 Longitude
-95:05:20.99 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
51.47 NBI Text
13914 Vault Link
http://plansrv1/bridgemaintvault/b13914 GIS FO/SD
Meets Standards H Inv. Method
31.8 Latitude DD
36.66143889 Longitude DD
-95.08916389 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13981 x
-10585277.3041929 y
4392020.21580053 |
|||||||||||||||||||||||||||||||||||||
| 13913 | 4941T0670 X | 13913 | Mayes | WILL ROGERS TPI-44 | PRYOR CREEK | 4941T0670 X | 65ft.,84ft.,64ft.,41ft. I-BM | 1957 | 36.45401111 | -95.36030556 | 255.906 | 76.601 | — | 4 | 20 | 4 | 71.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.8 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 15000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13980 BRKEY
13913 NBI No.
13913 On Under
1 Structure No.
4941T0670 X Control No.
041 Lane Ind.
Milepoint
06700 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
PRYOR CREEK Division
08 County
097 Location
30.3 MI.NE OF T P GATE Sufficiency
87.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
71.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
15000 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
4 Road Width
71.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
255.906 Deck Width
76.601 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24000 Future ADT Year
2042 Bypass Detour
1.242742 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
13913 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft.,84ft.,64ft.,41ft. I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T0670 X H Index
95.0157 Latitude
36:27:14.44 Longitude
-95:21:37.1 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30.32 NBI Text
13913 Vault Link
http://plansrv1/bridgemaintvault/b13913 GIS FO/SD
Meets Standards H Inv. Method
16.8 Latitude DD
36.45401111 Longitude DD
-95.36030556 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13980 x
-10615460.6568302 y
4363273.77932659 |
|||||||||||||||||||||||||||||||||||||
| 13912 | 1801T0977 X | 13912 | Craig | WILL ROGERS TPI-44 | CO. RD. 1860C & CR. UND | 1801T1000 X | 48ft.,67ft.,52ft.,48ft. I-BEAM SPANS | 1957 | 36.61794722 | -95.16178889 | 215.879 | 74.8 | — | 4 | 0 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13979 BRKEY
13912 NBI No.
13912 On Under
1 Structure No.
1801T0977 X Control No.
001 Lane Ind.
Milepoint
09770 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CO. RD. 1860C & CR. UND Division
08 County
035 Location
46.41 MI.NE OF TP GATE Sufficiency
86.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
68.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
19700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
1.299 Underclearance Left
2.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
215.879 Deck Width
74.8 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
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.3 HS Inv. Rating Method
1 HS Inv. Method
36.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31520 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1902 Max Measured Clearance
1905 Min Measured Clearance
1900 NBI Rating
13912 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
48ft.,67ft.,52ft.,48ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1000 X H Index
98.0113 Latitude
36:37:04.61 Longitude
-95:09:42.44 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46.41 NBI Text
13912 Vault Link
http://plansrv1/bridgemaintvault/b13912 GIS FO/SD
FO H Inv. Method
28.4 Latitude DD
36.61794722 Longitude DD
-95.16178889 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13979 x
-10593361.8822118 y
4385986.51034042 |
|||||||||||||||||||||||||||||||||||||
| 13911 | 7278R0921SX | 13911 | Tulsa | I-44 | 31ST ST. UNDER | 7278R0921SX | 54ft.-108ft.-54ft. CONT. PLATE GIRDER SPANS CURBS SK. 41 DEG. 05ft. | 1957 | 36.16333333 | -95.80833333 | 216.864 | 41.299 | — | 3 | 49 | 2 | 38.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.5 | Good (7) | Satisfactory (6) | 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 | 21810 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13978 BRKEY
13911 NBI No.
13911 On Under
1 Structure No.
7278R0921SX Control No.
078 Lane Ind.
S Milepoint
09210 Facility Carried
I-44 Feature Intersected
31ST ST. UNDER Division
08 County
143 Location
.6 MI E JCT SH 51 Sufficiency
87.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
38.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
21810 ADT Year
1999 Design Load
HS 20 Skew
49 No. Main Spans
3 Road Width
38.301 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
216.864 Deck Width
41.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
27000 Future ADT Year
2017 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13911 ODOT County
72 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
54ft.-108ft.-54ft. CONT. PLATE GIRDER SPANS CURBS SK. 41 DEG. 05ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R0921SX H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ 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
13911 Vault Link
http://plansrv1/bridgemaintvault/b13911 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13978 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 13910 | 7278R0921NX | 13910 | Tulsa | I-44 | 31ST ST. UNDER | 7278R0921NX | 54ft.-108ft.-54ft. CONT. PLATE GIRDER SPANS SK. 41 DEG.05ft. | 1957 | 36.16333333 | -95.80833333 | 216.864 | 41.299 | — | 3 | 49 | 2 | 38.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.5 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21810 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13977 BRKEY
13910 NBI No.
13910 On Under
1 Structure No.
7278R0921NX Control No.
078 Lane Ind.
N Milepoint
09210 Facility Carried
I-44 Feature Intersected
31ST ST. UNDER Division
08 County
143 Location
.6 MI E JCT SH 51 Sufficiency
87.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
38.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
21810 ADT Year
1999 Design Load
HS 20 Skew
49 No. Main Spans
3 Road Width
38.301 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
216.864 Deck Width
41.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
27000 Future ADT Year
2017 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13910 ODOT County
72 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
54ft.-108ft.-54ft. CONT. PLATE GIRDER SPANS SK. 41 DEG.05ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R0921NX H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ 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
13910 Vault Link
http://plansrv1/bridgemaintvault/b13910 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13977 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 13819 | 4516 0233 X | 13819 | McCurtain | U.S. 259 | YANUBBEE CREEK | 4516 0233 X | (3) 40ft. I-BEAM SK 30° | 1957 | 34.06023889 | -94.73913333 | 122.001 | 42.2 | — | 3 | 30 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13976 BRKEY
13819 NBI No.
13819 On Under
1 Structure No.
4516 0233 X Control No.
016 Lane Ind.
Milepoint
02330 Facility Carried
U.S. 259 Feature Intersected
YANUBBEE CREEK Division
02 County
089 Location
2.3 N JCT US-70 Sufficiency
82.7 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
6800 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
122.001 Deck Width
42.2 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10900 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13819 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
(3) 40ft. I-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4516 0233 X H Index
87.912 Latitude
34:03:36.86 Longitude
-94:44:20.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
51 NBI Text
13819 Vault Link
http://plansrv1/bridgemaintvault/b13819 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.06023889 Longitude DD
-94.73913333 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13976 x
-10546312.0804916 y
4036893.50818519 |
|||||||||||||||||||||||||||||||||||||
| 13817 | 5801R2210 X | 13817 | Ottawa | WILL ROGERS TPI-44 | CO. RD. N4630 UNDER | 5801T2210 X | 36ft.,35ft.,39ft. I-BM SPA | 1957 | 36.92333333 | -94.75166667 | 110.892 | 74.8 | — | 3 | 20 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61 | Poor (4) | Fair (5) | Poor (4) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 20700 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
13974 BRKEY
13817 NBI No.
13817 On Under
1 Structure No.
5801R2210 X Control No.
001 Lane Ind.
Milepoint
22100 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CO. RD. N4630 UNDER Division
08 County
115 Location
79.30 MI NE OF TP GATE Sufficiency
61 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
72.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
20700 ADT Year
2006 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
74.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
4 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N 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
33120 Future ADT Year
2026 Bypass Detour
1.242742 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
13817 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,35ft.,39ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2210 X H Index
69.3434 Latitude
36:55:24 Longitude
-94:45:06 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
79.30 NBI Text
13817 Vault Link
http://plansrv1/bridgemaintvault/b13817 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
36.92333333 Longitude DD
-94.75166667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13974 x
-10547707.2855184 y
4428425.82297979 |
|||||||||||||||||||||||||||||||||||||
| 13816 | 4131R0100 X | 13816 | Lincoln | S.H. 105 | HEADQUARTERS CREEK | 4131 0100 X | 30ft.-40ft.-30ft. I-BM SPA | 1957 | 35.86949167 | -97.000575 | 101.05 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.3 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
13973 BRKEY
13816 NBI No.
13816 On Under
1 Structure No.
4131R0100 X Control No.
031 Lane Ind.
Milepoint
01000 Facility Carried
S.H. 105 Feature Intersected
HEADQUARTERS CREEK Division
03 County
081 Location
1 MI E JCT US 177 Sufficiency
49.3 Kind Hwy
3 Level Service
1 Route No.
00105 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
1300 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.935 HS Inv. Rating Method
1 HS Inv. Method
29.873 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2035 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13816 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4131 0100 X H Index
83.8122 Latitude
35:52:10.17 Longitude
-97:00:02.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 105 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13816 Vault Link
http://plansrv1/bridgemaintvault/b13816 GIS FO/SD
SD H Inv. Method
21.054 Latitude DD
35.86949167 Longitude DD
-97.000575 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13973 x
-10798054.6156547 y
4282678.45453386 |
|||||||||||||||||||||||||||||||||||||
| 13717 | 3516 1018 X | 13717 | Johnston | S.H. 22 | CREEK | 3516 1018 X | 2-10ft.X10ft.X64ft. RC BOX | 1957 | 34.20876667 | -96.60546111 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13970 BRKEY
13717 NBI No.
13717 On Under
1 Structure No.
3516 1018 X Control No.
016 Lane Ind.
Milepoint
10180 Facility Carried
S.H. 22 Feature Intersected
CREEK Division
03 County
069 Location
10 MI W & N JCT SH78 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00022 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
520 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.3 HS Inv. Rating Method
1 HS Inv. Method
45.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2042 Bypass Detour
13.048795 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13717 ODOT County
35 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.X10ft.X64ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3516 1018 X H Index
97.69 Latitude
34:12:31.56 Longitude
-96:36:19.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 22 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13717 Vault Link
http://plansrv1/bridgemaintvault/b13717 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.20876667 Longitude DD
-96.60546111 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13970 x
-10754070.7386146 y
4056868.85526889 |
|||||||||||||||||||||||||||||||||||||
| 13716 | 7278 0908 X | 13716 | Tulsa | I-44 | JOE CREEK | 7278 0908 X | 5-10ft.X8ft.X351ft.RCB | 1957 | 36.11779167 | -95.89141944 | 56.001 | 0 | — | 5 | 0 | 10 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 58900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13969 BRKEY
13716 NBI No.
13716 On Under
1 Structure No.
7278 0908 X Control No.
078 Lane Ind.
Milepoint
09080 Facility Carried
I-44 Feature Intersected
JOE CREEK Division
08 County
143 Location
.4 MI E JCT SH 51 Sufficiency
67 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 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
1957 ADT Total
58900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
10 Fill RCB
20 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
56.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.6 HS Inv. Rating Method
1 HS Inv. Method
30.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
94240 Future ADT Year
2042 Bypass Detour
13.999965 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
13716 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
5-10ft.X8ft.X351ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0908 X H Index
96.0496 Latitude
36:07:04.05 Longitude
-95:53:29.11 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13716 Vault Link
http://plansrv1/bridgemaintvault/b13716 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
36.11779167 Longitude DD
-95.89141944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13969 x
-10674583.983505 y
4316841.45230778 |
|||||||||||||||||||||||||||||||||||||
| 13715 | 3616 0857 X | 13715 | Kay | U.S. 177 | LEGION CREEK | 3616 0857 X | 2-10ft. X 12ft. X 87ft. R.C. BOX | 1957 | 36.81401389 | -97.28283333 | 20.965 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13968 BRKEY
13715 NBI No.
13715 On Under
1 Structure No.
3616 0857 X Control No.
016 Lane Ind.
Milepoint
08570 Facility Carried
U.S. 177 Feature Intersected
LEGION CREEK Division
04 County
071 Location
.2 MI N JCT SH 11 Sufficiency
97.2 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
86.942 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.86 HS Inv. Rating Method
1 HS Inv. Method
46.11 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13715 ODOT County
36 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 12ft. X 87ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3616 0857 X H Index
97.9606 Latitude
36:48:50.45 Longitude
-97:16:58.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13715 Vault Link
http://plansrv1/bridgemaintvault/b13715 GIS FO/SD
Meets Standards H Inv. Method
25.61 Latitude DD
36.81401389 Longitude DD
-97.28283333 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13968 x
-10829475.4692225 y
4413214.33130765 |
|||||||||||||||||||||||||||||||||||||
| 13714 | 4131 0670 X | 13714 | Lincoln | S.H. 105 | CREEK | 4131 0670 X | 2-10ft.X10ft.X46ft. RC BOX | 1957 | 35.86951667 | -96.89823333 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13967 BRKEY
13714 NBI No.
13714 On Under
1 Structure No.
4131 0670 X Control No.
031 Lane Ind.
Milepoint
06700 Facility Carried
S.H. 105 Feature Intersected
CREEK Division
03 County
081 Location
6.8 MI E JCT US 177 Sufficiency
98.2 Kind Hwy
3 Level Service
1 Route No.
00105 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
1957 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.81 HS Inv. Rating Method
1 HS Inv. Method
51.98 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
26.718961 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
13714 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X46ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4131 0670 X H Index
92.41 Latitude
35:52:10.26 Longitude
-96:53:53.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 105 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13714 Vault Link
http://plansrv1/bridgemaintvault/b13714 GIS FO/SD
Meets Standards H Inv. Method
28.89 Latitude DD
35.86951667 Longitude DD
-96.89823333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13967 x
-10786661.9930634 y
4282681.8888213 |
|||||||||||||||||||||||||||||||||||||
| 13713 | 5004 0617 X | 13713 | Murray | U.S. 77 | CREEK | 5004 0617 X | 2-10ft.X 6ft.X 52ft. R.C.B | 1957 | 34.59012778 | -97.14246667 | 21.8 | 46.001 | — | 2 | 30 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13966 BRKEY
13713 NBI No.
13713 On Under
1 Structure No.
5004 0617 X Control No.
004 Lane Ind.
Milepoint
06170 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
07 County
099 Location
6.4 MI N OF JCT SH7 Sufficiency
89.4 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.8 Deck Width
46.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.3 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13713 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 52ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5004 0617 X H Index
98.417 Latitude
34:35:24.46 Longitude
-97:08:32.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08-50 NBI Text
13713 Vault Link
http://plansrv1/bridgemaintvault/b13713 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
34.59012778 Longitude DD
-97.14246667 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13966 x
-10813849.9241069 y
4108319.71150509 |
|||||||||||||||||||||||||||||||||||||
| 13712 | 0429 0401 X | 13712 | Beaver | S.H. 23 | CREEK | 0429 0401 X | 3-8ft.X 4ft.X 32.4ft. R.C.BOX WITH HANDRAILS | 1957 | 36.96478611 | -100.495025 | 25.919 | 32.402 | — | 3 | 0 | 2 | 30.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13965 BRKEY
13712 NBI No.
13712 On Under
1 Structure No.
0429 0401 X Control No.
029 Lane Ind.
Milepoint
04010 Facility Carried
S.H. 23 Feature Intersected
CREEK Division
06 County
007 Location
3.9 MI.N. JCT. US64 Sufficiency
83.6 Kind Hwy
3 Level Service
1 Route No.
00023 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.4 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
1957 ADT Total
520 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
32.402 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.42 HS Inv. Rating Method
1 HS Inv. Method
25.44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2042 Bypass Detour
67.72946 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13712 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 4ft.X 32.4ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0429 0401 X H Index
91.1448 Latitude
36:57:53.23 Longitude
-100:29:42.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 23 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13712 Vault Link
http://plansrv1/bridgemaintvault/b13712 GIS FO/SD
Meets Standards H Inv. Method
14.76 Latitude DD
36.96478611 Longitude DD
-100.495025 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13965 x
-11187055.0102573 y
4434199.56106023 |
|||||||||||||||||||||||||||||||||||||
| 13621 | 2322 0583 X | 13621 | Ellis | S.H. 46 | CREEK | 2322 0583 X | (12ft.-14ft.-12ft.) X 8ft. X 32.3ft. LG. RCB WITH HANDRAILS | 1956 | 36.214553 | -99.775144 | 40 | 32.3 | — | 3 | 0 | 2 | 30.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 670 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13964 BRKEY
13621 NBI No.
13621 On Under
1 Structure No.
2322 0583 X Control No.
022 Lane Ind.
Milepoint
05830 Facility Carried
S.H. 46 Feature Intersected
CREEK Division
06 County
045 Location
6.0 MI N US60 Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00046 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.6 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
1956 ADT Total
670 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
32.3 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
1072 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13621 ODOT County
23 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
(12ft.-14ft.-12ft.) X 8ft. X 32.3ft. LG. RCB WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2322 0583 X H Index
89.512 Latitude
36:12:52.39 Longitude
-99:46:30.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 46 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13621 Vault Link
http://plansrv1/bridgemaintvault/b13621 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.214553 Longitude DD
-99.775144 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13964 x
-11106918.2239055 y
4330183.83595497 |
|||||||||||||||||||||||||||||||||||||
| 13620 | 7278 0548 X | 13620 | Tulsa | I-44 | JOE CREEK | 7278 0548 X | (12ft.,14ft.,12ft.)X14ft.X408ft.R.C.BOX | 1956 | 36.09103056 | -95.94290278 | 42.001 | 0 | — | 3 | 30 | 9 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 84700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13963 BRKEY
13620 NBI No.
13620 On Under
1 Structure No.
7278 0548 X Control No.
078 Lane Ind.
Milepoint
05480 Facility Carried
I-44 Feature Intersected
JOE CREEK Division
08 County
143 Location
3.5 MI E JCT US 75 Sufficiency
67 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
61.001 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
1956 ADT Total
84700 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
9 Fill RCB
4 Appr. Roadway Width
61.001 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
135520 Future ADT Year
2042 Bypass Detour
11.806053 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
13620 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
(12ft.,14ft.,12ft.)X14ft.X408ft.R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0548 X H Index
96.6635 Latitude
36:05:27.71 Longitude
-95:56:34.45 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13620 Vault Link
http://plansrv1/bridgemaintvault/b13620 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.09103056 Longitude DD
-95.94290278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13963 x
-10680315.0826981 y
4313154.27686469 |
|||||||||||||||||||||||||||||||||||||
| 13619 | 3910 0488 X | 13619 | Latimer | S.H. 2 | COON CREEK | 3910 0488 X | (13ft. - 17ft. - 13ft.) X 15ft. X 78ft. RCB | 1956 | 34.97294722 | -95.35581944 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13962 BRKEY
13619 NBI No.
13619 On Under
1 Structure No.
3910 0488 X Control No.
010 Lane Ind.
Milepoint
04880 Facility Carried
S.H. 2 Feature Intersected
COON CREEK Division
02 County
077 Location
4.88 N JCT US-270 Sufficiency
89.4 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
1200 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
9 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
1920 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13619 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(13ft. - 17ft. - 13ft.) X 15ft. X 78ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3910 0488 X H Index
98.9001 Latitude
34:58:22.61 Longitude
-95:21:20.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
032 NBI Text
13619 Vault Link
http://plansrv1/bridgemaintvault/b13619 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.97294722 Longitude DD
-95.35581944 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13962 x
-10614961.2642361 y
4160205.38677318 |
|||||||||||||||||||||||||||||||||||||
| 13618 | 7218 0475 X | 13618 | Tulsa | U.S. 75 | CREEK | 7218 0475 X | (12ft.-14ft.-12ft.)X 9ft.X 1 | 1956 | 36.01361944 | -96.01131389 | 41.995 | 0 | — | 3 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 46200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13961 BRKEY
13618 NBI No.
13618 On Under
1 Structure No.
7218 0475 X Control No.
018 Lane Ind.
Milepoint
04750 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
08 County
143 Location
4.7 MI N JCT SH-67 Sufficiency
69 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1956 ADT Total
46200 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
6 Fill RCB
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
73920 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13618 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
(12ft.-14ft.-12ft.)X 9ft.X 1 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0475 X H Index
87.9745 Latitude
36:00:49.03 Longitude
-96:00:40.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13618 Vault Link
http://plansrv1/bridgemaintvault/b13618 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.01361944 Longitude DD
-96.01131389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
13961 x
-10687930.5726279 y
4302495.54784431 |
|||||||||||||||||||||||||||||||||||||
| 13617 | 7236 0420 X | 13617 | Tulsa | S.H. 11 | HORSE CREEK | 7236 0420 X | (12ft.-14ft.-12ft.)X 14ft.X | 1956 | 36.36306944 | -95.99125556 | 42 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13960 BRKEY
13617 NBI No.
13617 On Under
1 Structure No.
7236 0420 X Control No.
036 Lane Ind.
Milepoint
04200 Facility Carried
S.H. 11 Feature Intersected
HORSE CREEK Division
08 County
143 Location
4.2 MI S WASH. C/L Sufficiency
86.2 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1956 ADT Total
4800 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
4 Appr. Roadway Width
36 Span Type Main
M Material
1 - Concrete Design
19 Length
42 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
7680 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13617 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
(12ft.-14ft.-12ft.)X 14ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7236 0420 X H Index
95.9176 Latitude
36:21:47.05 Longitude
-95:59:28.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13617 Vault Link
http://plansrv1/bridgemaintvault/b13617 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.36306944 Longitude DD
-95.99125556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13960 x
-10685697.6895462 y
4350694.85848151 |
|||||||||||||||||||||||||||||||||||||
| 13616 | 5810 0333 X | 13616 | Ottawa | U.S. 60 | CREEK | 5810 0333 X | 3-10ft. X 6ft. X 44ft. R.C. BOX WITH HANDRALS SK. 45 DEG. | 1956 | 36.73611389 | -94.87734167 | 46.916 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13959 BRKEY
13616 NBI No.
13616 On Under
1 Structure No.
5810 0333 X Control No.
010 Lane Ind.
Milepoint
03330 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
3.0 MI E US 69 Sufficiency
88.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
3700 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 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
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.6 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13616 ODOT County
58 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 6ft. X 44ft. R.C. BOX WITH HANDRALS SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5810 0333 X H Index
61.796 Latitude
36:44:10.01 Longitude
-94:52:38.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13616 Vault Link
http://plansrv1/bridgemaintvault/b13616 GIS FO/SD
Meets Standards H Inv. Method
15.2 Latitude DD
36.73611389 Longitude DD
-94.87734167 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13959 x
-10561697.3625238 y
4402388.01875816 |
|||||||||||||||||||||||||||||||||||||
| 13909 | 1801R1090 X | 13909 | Craig | CO. RD. N 4410 | WILL ROGERS TP I-44 UND | 1801T1120 X | 40ft.,2-67ft.,49ft. I-BM S | 1957 | 36.62513611 | -95.14355556 | 216.864 | 29.701 | — | 4 | 35 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | Y | 100 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
13958 BRKEY
13909 NBI No.
13909 On Under
1 Structure No.
1801R1090 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N 4410 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
47.56 MI.NE OF TP.GATE Sufficiency
81.6 Kind Hwy
4 Level Service
1 Route No.
1862C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1957 ADT Total
100 ADT Year
2020 Design Load
H 20 Skew
35 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
18.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
216.864 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.895 HS Inv. Rating Method
1 HS Inv. Method
32.959 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2040 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1608 Min Measured Clearance
1606 NBI Rating
13909 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,2-67ft.,49ft. I-BM S Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1120 X H Index
80.9335 Latitude
36:37:30.49 Longitude
-95:08:36.8 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4410 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
47.56 NBI Text
13909 Vault Link
http://plansrv1/bridgemaintvault/b13909 GIS FO/SD
Meets Standards H Inv. Method
23.589 Latitude DD
36.62513611 Longitude DD
-95.14355556 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13958 x
-10591332.1572007 y
4386983.60765126 |
|||||||||||||||||||||||||||||||||||||
| 13908 | 7278R0823SX | 13908 | Tulsa | I-44 | R.R & SERVICE ROAD UNDER | 7278R0823SX | 55ft.-55ft.-45ft.-50ft. I-BM | 1957 | 36.16333333 | -95.80833333 | 206.037 | 41.299 | — | 4 | 0 | 2 | 38.301 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 45540 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13957 BRKEY
13908 NBI No.
13908 On Under
1 Structure No.
7278R0823SX Control No.
078 Lane Ind.
S Milepoint
08230 Facility Carried
I-44 Feature Intersected
R.R & SERVICE ROAD UNDER Division
08 County
143 Location
6.2 MI E JCT US 75 Sufficiency
91.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
_ Horizontal Clearance
38.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
45540 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
38.301 Ref. Underclearance Rt.
R Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
206.037 Deck Width
41.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 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
35500 Future ADT Year
2017 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13908 ODOT County
72 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-55ft.-45ft.-50ft. I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R0823SX H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ 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
13908 Vault Link
http://plansrv1/bridgemaintvault/b13908 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13957 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 13907 | 7278R0823NX | 13907 | Tulsa | I-44 | R.R & SERVICE ROAD UNDER | 7278R0823NX | 55ft.-55ft.-45ft.-50ft. I-BM | 1957 | 36.16333333 | -95.80833333 | 206.037 | 49.301 | — | 4 | 0 | 3 | 46.299 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.1 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 45540 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13956 BRKEY
13907 NBI No.
13907 On Under
1 Structure No.
7278R0823NX Control No.
078 Lane Ind.
N Milepoint
08230 Facility Carried
I-44 Feature Intersected
R.R & SERVICE ROAD UNDER Division
08 County
143 Location
6.2 MI E JCT US 75 Sufficiency
85.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
_ Horizontal Clearance
46.299 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
1957 ADT Total
45540 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
46.299 Ref. Underclearance Rt.
R Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
206.037 Deck Width
49.301 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 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
35500 Future ADT Year
2017 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13907 ODOT County
72 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-55ft.-45ft.-50ft. I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R0823NX H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ 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
13907 Vault Link
http://plansrv1/bridgemaintvault/b13907 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13956 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 13906 | 6906 0545SX | 13906 | Stephens | S.H. 7 | LITTLE BEAVER CREEK | 6906 0545SX | 64ft.-80ft.-64ft. I-BM. SPANS | 1957 | 34.59427778 | -98.04600556 | 208.999 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.4 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13955 BRKEY
13906 NBI No.
13906 On Under
1 Structure No.
6906 0545SX Control No.
006 Lane Ind.
S Milepoint
05450 Facility Carried
S.H. 7 Feature Intersected
LITTLE BEAVER CREEK Division
07 County
137 Location
5.4 MI E COMANCHE CO Sufficiency
66.4 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
3750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.999 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.6 HS Inv. Rating Method
1 HS Inv. Method
30.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Y Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13906 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
64ft.-80ft.-64ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6906 0545SX H Index
90.2637 Latitude
34:35:39.4 Longitude
-98:02:45.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12 NBI Text
13906 Vault Link
http://plansrv1/bridgemaintvault/b13906 GIS FO/SD
FO H Inv. Method
22.8 Latitude DD
34.59427778 Longitude DD
-98.04600556 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13955 x
-10914431.4132537 y
4108880.89740646 |
|||||||||||||||||||||||||||||||||||||
| 13905 | 1820R0354 X | 13905 | Craig | S.H. 10 | BIG CABIN CREEK | 1820 0354 X | 64ft.-80ft.-64ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1957 | 36.87361389 | -95.16335 | 208.99 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.8 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 790 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13954 BRKEY
13905 NBI No.
13905 On Under
1 Structure No.
1820R0354 X Control No.
020 Lane Ind.
Milepoint
03540 Facility Carried
S.H. 10 Feature Intersected
BIG CABIN CREEK Division
08 County
035 Location
3.6 MI W JCT US 59 Sufficiency
64.8 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
790 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.99 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.075 HS Inv. Rating Method
1 HS Inv. Method
44.533 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1264 Future ADT Year
2036 Bypass Detour
85.127853 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13905 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
64ft.-80ft.-64ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1820 0354 X H Index
77.6548 Latitude
36:52:25.01 Longitude
-95:09:48.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13905 Vault Link
http://plansrv1/bridgemaintvault/b13905 GIS FO/SD
SD H Inv. Method
28.881 Latitude DD
36.87361389 Longitude DD
-95.16335 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13954 x
-10593535.6641821 y
4421504.80436235 |
|||||||||||||||||||||||||||||||||||||
| 13904 | 6103 0397NX | 13904 | Pittsburg | U.S. 270 WB | U.S. 69 UNDER | 6108 0170NX | 41ft. - (2) 60ft. - 41ft. CONTINUOUS CONCRETE SLAB SK 36° | 1957 | 34.9275 | -95.74055556 | 204.068 | 42.5 | — | 4 | 36 | 3 | 36.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.2 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13953 BRKEY
13904 NBI No.
13904 On Under
1 Structure No.
6103 0397NX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 270 WB Feature Intersected
U.S. 69 UNDER Division
02 County
121 Location
JCT US 69 & US 270 Sufficiency
67.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
4150 ADT Year
2022 Design Load
HS 20 Skew
36 No. Main Spans
4 Road Width
36.001 Ref. Underclearance Rt.
H Underclearance Right
18.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
204.068 Deck Width
42.5 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.99 HS Inv. Rating Method
1 HS Inv. Method
25.794 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 Future ADT Year
2042 Bypass Detour
0.099997 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
1708 Min Measured Clearance
1602 NBI Rating
13904 ODOT County
61 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
6 Lft. Curb SW
2.999 Rt. Curb SW
1.499 Description
41ft. - (2) 60ft. - 41ft. CONTINUOUS CONCRETE SLAB SK 36° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 0170NX H Index
99.1644 Latitude
34:55:39 Longitude
-95:44:26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 270 WB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
050 NBI Text
13904 Vault Link
http://plansrv1/bridgemaintvault/b13904 GIS FO/SD
FO H Inv. Method
19.29 Latitude DD
34.9275 Longitude DD
-95.74055556 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13953 x
-10657789.8932043 y
4154033.04318071 |
|||||||||||||||||||||||||||||||||||||
| 13810 | 0511 0080 X | 13810 | Beckham | S.H. 6 | CREEK | 0511 0080 X | (10.25ft.,2-12.5ft.,10.25ft.)X6ft.X236ft. R.C.B., SK. 45 DEG. R.F. | 1957 | 35.128628 | -99.360181 | 69.882 | 174 | — | 4 | 45 | 4 | 99 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 840 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13949 BRKEY
13810 NBI No.
13810 On Under
1 Structure No.
0511 0080 X Control No.
011 Lane Ind.
Milepoint
00800 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
0.9 MI N KIOWA C/L Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99 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
1957 ADT Total
840 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
99 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
69.882 Deck Width
174 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
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
67.5 HS Inv. Rating Method
1 HS Inv. Method
40.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1344 Future ADT Year
2042 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13810 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft.,2-12.5ft.,10.25ft.)X6ft.X236ft. R.C.B., SK. 45 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0511 0080 X H Index
91.8195 Latitude
35:07:43.06 Longitude
-99:21:36.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13810 Vault Link
http://plansrv1/bridgemaintvault/b13810 GIS FO/SD
Meets Standards H Inv. Method
24.8 Latitude DD
35.128628 Longitude DD
-99.360181 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13949 x
-11060724.7540475 y
4181374.94349618 |
|||||||||||||||||||||||||||||||||||||
| 13808 | 3704 1496 X | 13808 | Kingfisher | U.S. 81 | LITTLE TURKEY CREEK | 3704 1496 X | (13ft.-17ft.-13ft.)X 15ft.X 140ft. R.C. BOX SK. 45 DEG. W/ 4ft. CURTAIN WALL DOWNSTREAM | 1957 | 36.06689444 | -97.89912778 | 62.946 | 0 | — | 3 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13947 BRKEY
13808 NBI No.
13808 On Under
1 Structure No.
3704 1496 X Control No.
004 Lane Ind.
Milepoint
14960 Facility Carried
U.S. 81 Feature Intersected
LITTLE TURKEY CREEK Division
04 County
073 Location
3.5 MI S JCT SH 51 Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.946 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
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
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
54.680665 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13808 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 15ft.X 140ft. R.C. BOX SK. 45 DEG. W/ 4ft. CURTAIN WALL DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3704 1496 X H Index
93.9809 Latitude
36:04:00.82 Longitude
-97:53:56.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13808 Vault Link
http://plansrv1/bridgemaintvault/b13808 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.06689444 Longitude DD
-97.89912778 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13947 x
-10898081.0535752 y
4309829.85205893 |
|||||||||||||||||||||||||||||||||||||
| 13711 | 2026 0269 X | 13711 | Custer | S.H. 47 | CREEK | 2026 0269 X | 2-10ft.X11ft.X30ft. RDY. R.C.B., SK. 30 DEG. R.F. | 1957 | 35.75432778 | -98.92097778 | 25.919 | 32.001 | — | 2 | 30 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13946 BRKEY
13711 NBI No.
13711 On Under
1 Structure No.
2026 0269 X Control No.
026 Lane Ind.
Milepoint
02690 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
039 Location
2.8 MI E JCT U.S. 183 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00047 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
1957 ADT Total
600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.69 HS Inv. Rating Method
1 HS Inv. Method
40.675 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2042 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13711 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X11ft.X30ft. RDY. R.C.B., SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2026 0269 X H Index
92.6771 Latitude
35:45:15.58 Longitude
-98:55:15.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13711 Vault Link
http://plansrv1/bridgemaintvault/b13711 GIS FO/SD
Meets Standards H Inv. Method
22.597 Latitude DD
35.75432778 Longitude DD
-98.92097778 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13946 x
-11011832.8752423 y
4266869.69548598 |
|||||||||||||||||||||||||||||||||||||
| 13710 | 1801T0180 X | 13710 | Craig | WILL ROGERS TPI-44 | CREEK | 1801T0180 X | 2-10ft.X 6ft. RC BOX | 1957 | 36.52895 | -95.24918611 | 24.199 | 123.002 | — | 2 | 30 | 4 | 121.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 15000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13945 BRKEY
13710 NBI No.
13710 On Under
1 Structure No.
1801T0180 X Control No.
001 Lane Ind.
Milepoint
01800 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
035 Location
38.42 MI.NE OF TP GATE Sufficiency
93.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
15000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
121.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
7 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
123.002 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
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
24000 Future ADT Year
2042 Bypass Detour
1.242742 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
13710 ODOT County
18 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.X 6ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0180 X H Index
93.4 Latitude
36:31:44.22 Longitude
-95:14:57.07 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38.40 NBI Text
13710 Vault Link
http://plansrv1/bridgemaintvault/b13710 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.52895 Longitude DD
-95.24918611 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13945 x
-10603090.8962389 y
4373650.30662068 |
|||||||||||||||||||||||||||||||||||||
| 13709 | 4447 0099 X | 13709 | McClain | S.H. 59B | CREEK | 4447 0099 X | 2-10 ft. X 7 ft. X 32 ft. RDY R.C. BOX | 1957 | 34.869675 | -97.56474444 | 22.966 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13944 BRKEY
13709 NBI No.
13709 On Under
1 Structure No.
4447 0099 X Control No.
047 Lane Ind.
Milepoint
00990 Facility Carried
S.H. 59B Feature Intersected
CREEK Division
03 County
087 Location
1.0 MI.N. GARVIN CL Sufficiency
76.9 Kind Hwy
3 Level Service
6 Route No.
0059B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.9 HS Inv. Rating Method
1 HS Inv. Method
28.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13709 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10 ft. X 7 ft. X 32 ft. RDY R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4447 0099 X H Index
99.01 Latitude
34:52:10.83 Longitude
-97:33:53.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 59B Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
13709 Vault Link
http://plansrv1/bridgemaintvault/b13709 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.869675 Longitude DD
-97.56474444 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13944 x
-10860857.6704367 y
4146184.57074174 |
|||||||||||||||||||||||||||||||||||||
| 13708 | 6602 0101 X | 13708 | Rogers | S.H. 66 | CREEK | 6602 0101 X | 2-10ft.X12ft.X168ft.RCB | 1957 | 36.17546111 | -95.75086111 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 18900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13943 BRKEY
13708 NBI No.
13708 On Under
1 Structure No.
6602 0101 X Control No.
002 Lane Ind.
Milepoint
01010 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
131 Location
0.7 MI N I-44 Sufficiency
67 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
18900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
72.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30240 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13708 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X168ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0101 X H Index
99.014 Latitude
36:10:31.66 Longitude
-95:45:03.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13708 Vault Link
http://plansrv1/bridgemaintvault/b13708 GIS FO/SD
Meets Standards H Inv. Method
56.9 Latitude DD
36.17546111 Longitude DD
-95.75086111 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13943 x
-10658937.1017827 y
4324791.48656072 |
|||||||||||||||||||||||||||||||||||||
| 13707 | 0429 0001 X | 13707 | Beaver | S.H. 23 | CREEK | 0429 0001 X | 2-10ft.X 3ft.X 32.3ft. R.C.BOX WITH HANDRAILS | 1957 | 36.90708611 | -100.49480833 | 20.997 | 32.3 | — | 2 | 0 | 2 | 30.3 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 510 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13942 BRKEY
13707 NBI No.
13707 On Under
1 Structure No.
0429 0001 X Control No.
029 Lane Ind.
Milepoint
00010 Facility Carried
S.H. 23 Feature Intersected
CREEK Division
06 County
007 Location
30 FT N. OF JCT. US64 Sufficiency
73 Kind Hwy
3 Level Service
1 Route No.
00023 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.3 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
1957 ADT Total
510 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
32.3 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.754 HS Inv. Rating Method
1 HS Inv. Method
26.786 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
816 Future ADT Year
2042 Bypass Detour
67.72946 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13707 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 3ft.X 32.3ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0429 0001 X H Index
83.266 Latitude
36:54:25.51 Longitude
-100:29:41.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 23 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13707 Vault Link
http://plansrv1/bridgemaintvault/b13707 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
36.90708611 Longitude DD
-100.49480833 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13942 x
-11187030.8906632 y
4426163.69018778 |
|||||||||||||||||||||||||||||||||||||
| 13903 | 6103 0396SX | 13903 | Pittsburg | U.S. 270 EB | U.S. 69 UNDER | 6108 0170SX | 41ft. - (2) 60ft. - 41ft. CONTINUOUS CONCRETE SLAB SK 36° | 1957 | 34.92722222 | -95.74083333 | 204.068 | 42.5 | — | 4 | 36 | 3 | 36.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.4 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13934 BRKEY
13903 NBI No.
13903 On Under
1 Structure No.
6103 0396SX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 270 EB Feature Intersected
U.S. 69 UNDER Division
02 County
121 Location
JCT US 69 & US 270 Sufficiency
65.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
36 No. Main Spans
4 Road Width
36.001 Ref. Underclearance Rt.
H Underclearance Right
18.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
204.068 Deck Width
42.5 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.108 HS Inv. Rating Method
1 HS Inv. Method
25.243 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1800 Min Measured Clearance
1604 NBI Rating
13903 ODOT County
61 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
6 Lft. Curb SW
1.499 Rt. Curb SW
2.999 Description
41ft. - (2) 60ft. - 41ft. CONTINUOUS CONCRETE SLAB SK 36° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6108 0170SX H Index
99.1223 Latitude
34:55:38 Longitude
-95:44:27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 270 EB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
051 NBI Text
13903 Vault Link
http://plansrv1/bridgemaintvault/b13903 GIS FO/SD
FO H Inv. Method
18.96 Latitude DD
34.92722222 Longitude DD
-95.74083333 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13934 x
-10657820.8144193 y
4153995.32743876 |
|||||||||||||||||||||||||||||||||||||
| 13902 | 6127 0077 X | 13902 | Pittsburg | S.H. 2 | N FORK SANS BOIS CREEK | 6127 0077 X | 60ft. - 80ft. - 60ft. CONTINUOUS WF-BEAM SK 30° | 1957 | 35.102 | -95.351 | 210.299 | 32.201 | — | 3 | 30 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13933 BRKEY
13902 NBI No.
13902 On Under
1 Structure No.
6127 0077 X Control No.
027 Lane Ind.
Milepoint
00770 Facility Carried
S.H. 2 Feature Intersected
N FORK SANS BOIS CREEK Division
01 County
121 Location
1.9 S JCT SH-31 Sufficiency
93.3 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
210.299 Deck Width
32.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.73 HS Inv. Rating Method
1 HS Inv. Method
49.04 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 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
13902 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. - 80ft. - 60ft. CONTINUOUS WF-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6127 0077 X H Index
92.3393 Latitude
35:06:06.37 Longitude
-95:21:04.41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
094 NBI Text
13902 Vault Link
http://plansrv1/bridgemaintvault/b13902 GIS FO/SD
Meets Standards H Inv. Method
30.05 Latitude DD
35.102 Longitude DD
-95.351 ODOT County Number
61 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13933 x
-10614424.7666294 y
4177751.19050664 |
|||||||||||||||||||||||||||||||||||||
| 13901 | 1801T0958 X | 13901 | Craig | WILL ROGERS TPI-44 | UP R.R. UNDER | 1801T0980 X | 3-65ft. PC BEAM SPANS | 1994 | 36.61663611 | -95.16540556 | 198.163 | 107.999 | — | 3 | 48 | 4 | 105 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.2 | Fair (5) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13932 BRKEY
13901 NBI No.
13901 On Under
1 Structure No.
1801T0958 X Control No.
001 Lane Ind.
Milepoint
09580 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
UP R.R. UNDER Division
08 County
035 Location
46.20 MI.NE OF TP GATE Sufficiency
82.2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1994 ADT Total
19700 ADT Year
2022 Design Load
HS 20 Skew
48 No. Main Spans
3 Road Width
105 Ref. Underclearance Rt.
R Underclearance Right
15.4 Underclearance Left
26.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
198.163 Deck Width
107.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
6 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
23.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31520 Future ADT Year
2042 Bypass Detour
1.242742 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
13901 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-65ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0980 X H Index
88.4314 Latitude
36:36:59.89 Longitude
-95:09:55.46 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 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
46.20 NBI Text
13901 Vault Link
http://plansrv1/bridgemaintvault/b13901 GIS FO/SD
Meets Standards H Inv. Method
17.3 Latitude DD
36.61663611 Longitude DD
-95.16540556 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13932 x
-10593764.4880746 y
4385804.66972424 |
|||||||||||||||||||||||||||||||||||||
| 13900 | 5801R1560 X | 13900 | Ottawa | S.H. 10 | WILL ROGERS TP I-44 UND | 5801 1560 X | 36ft.,60ft.,46ft.,36ft. I-BM | 1957 | 36.87108611 | -94.84702778 | 180.118 | 33.599 | — | 4 | 20 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26.8 | Serious (3) | Serious (3) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 7600 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
13931 BRKEY
13900 NBI No.
13900 On Under
1 Structure No.
5801R1560 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 10 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
1.6 MI E US69 Sufficiency
26.8 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
7600 ADT Year
2010 Design Load
H 20 Skew
20 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
180.118 Deck Width
33.599 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
3 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
64.155 HS Inv. Rating Method
1 HS Inv. Method
38.471 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2030 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1605 Min Measured Clearance
1602 NBI Rating
13900 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,60ft.,46ft.,36ft. I-BM Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5801 1560 X H Index
61.2409 Latitude
36:52:15.91 Longitude
-94:50:49.3 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
72.62 NBI Text
13900 Vault Link
http://plansrv1/bridgemaintvault/b13900 GIS FO/SD
SD H Inv. Method
27.007 Latitude DD
36.87108611 Longitude DD
-94.84702778 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13931 x
-10558322.8357251 y
4421153.0540923 |
|||||||||||||||||||||||||||||||||||||
| 13899 | 0816 1194 X | 13899 | Caddo | S.H. 8 | TONKAWA CREEK | 0816 1194 X | 2-40ft.,60ft.,40ft. I-BM. | 1957 | 35.046558 | -98.233842 | 181.102 | 31.001 | — | 4 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13930 BRKEY
13899 NBI No.
13899 On Under
1 Structure No.
0816 1194 X Control No.
016 Lane Ind.
Milepoint
11940 Facility Carried
S.H. 8 Feature Intersected
TONKAWA CREEK Division
07 County
015 Location
1.8 S US62 ANADARKO Sufficiency
64.9 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
181.102 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13899 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-40ft.,60ft.,40ft. I-BM. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0816 1194 X H Index
94.6504 Latitude
35:02:47.61 Longitude
-98:14:01.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
49 NBI Text
13899 Vault Link
http://plansrv1/bridgemaintvault/b13899 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.046558 Longitude DD
-98.233842 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13930 x
-10935341.2701069 y
4170209.99166007 |
|||||||||||||||||||||||||||||||||||||
| 13898 | 7278R0938SX | 13898 | Tulsa | I-44 | MEMORIAL RD. UNDER | 7278R0938SX | 47ft.-94ft.-47ft. CONT. PLATE GIRDER SPANS SK. 49 DEG. 08ft. | 1957 | 36.16333333 | -95.80833333 | 188.976 | 41.299 | — | 3 | 41 | 2 | 38.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.8 | 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 | 21810 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13929 BRKEY
13898 NBI No.
13898 On Under
1 Structure No.
7278R0938SX Control No.
078 Lane Ind.
S Milepoint
09380 Facility Carried
I-44 Feature Intersected
MEMORIAL RD. UNDER Division
08 County
143 Location
.7 MI E JCT SH 51 Sufficiency
89.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
38.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
21810 ADT Year
1999 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
38.301 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
188.976 Deck Width
41.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
27000 Future ADT Year
2017 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13898 ODOT County
72 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
47ft.-94ft.-47ft. CONT. PLATE GIRDER SPANS SK. 49 DEG. 08ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R0938SX H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ 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
13898 Vault Link
http://plansrv1/bridgemaintvault/b13898 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13929 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 13807 | 1316 1032 X | 13807 | Cimarron | U.S. 56 | CREEK | 1316 1032 X | (10.25ft.,3-12.5ft.,10.25ft.)X 6ft.X 42.3ft. R.C.BOX WITH HANDRAILS | 1957 | 36.82718889 | -102.21803056 | 62.008 | 42.3 | — | 5 | 0 | 2 | 40.3 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13928 BRKEY
13807 NBI No.
13807 On Under
1 Structure No.
1316 1032 X Control No.
016 Lane Ind.
Milepoint
10320 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
025 Location
10.3 MI. NE. JCT.US64 Sufficiency
94.3 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.299 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
1957 ADT Total
790 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
40.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.008 Deck Width
42.3 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1264 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13807 ODOT County
13 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
(10.25ft.,3-12.5ft.,10.25ft.)X 6ft.X 42.3ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1316 1032 X H Index
71.764 Latitude
36:49:37.88 Longitude
-102:13:04.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 56 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13807 Vault Link
http://plansrv1/bridgemaintvault/b13807 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.82718889 Longitude DD
-102.21803056 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13928 x
-11378859.1118305 y
4415046.44262182 |
|||||||||||||||||||||||||||||||||||||
| 13806 | 1316 0620 X | 13806 | Cimarron | U.S. 56 | CREEK | 1316 0620 X | (10.25ft.,3-12.5ft.,10.25ft.)X 12ft.X 42.5ft. R.C.BOX WITH HANDRAILS | 1957 | 36.79854722 | -102.28328611 | 62.008 | 42.5 | — | 5 | 0 | 2 | 40.5 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 630 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13927 BRKEY
13806 NBI No.
13806 On Under
1 Structure No.
1316 0620 X Control No.
016 Lane Ind.
Milepoint
06200 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
025 Location
6.2 MI. NE. JCT. US64 Sufficiency
83.5 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.5 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
630 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
40.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.008 Deck Width
42.5 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1008 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13806 ODOT County
13 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
(10.25ft.,3-12.5ft.,10.25ft.)X 12ft.X 42.5ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1316 0620 X H Index
66.8146 Latitude
36:47:54.77 Longitude
-102:16:59.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 56 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13806 Vault Link
http://plansrv1/bridgemaintvault/b13806 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.79854722 Longitude DD
-102.28328611 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13927 x
-11386123.3264279 y
4411063.9434085 |