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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 15642 | 5422 1219 X | 15642 | Okfuskee | I-40 | CREEK | 5422 1219 X | 2-10ft.X 10ft.X 281ft. RDY | 1963 | 35.42791944 | -96.23503889 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15347 BRKEY
15642 NBI No.
15642 On Under
1 Structure No.
5422 1219 X Control No.
022 Lane Ind.
Milepoint
12190 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
107 Location
12.2 MI E SEMINOLE CO Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
15900 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
23 Appr. Roadway Width
37.999 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25440 Future ADT Year
2042 Bypass Detour
21.747992 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
15642 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 281ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 1219 X H Index
99.3024 Latitude
35:25:40.51 Longitude
-96:14:06.14 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15642 Vault Link
http://plansrv1/bridgemaintvault/b15642 GIS FO/SD
Meets Standards H Inv. Method
99.94 Latitude DD
35.42791944 Longitude DD
-96.23503889 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15347 x
-10712835.5257057 y
4222186.81953995 |
|||||||||||||||||||||||||||||||||||||
| 15548 | 4317 1134 X | 15548 | Love | FAS 4315 | I-35 UNDER | 4317 1134 X | 30ft. - 55ft. - 55ft. - 30ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS | 1962 | 33.88233056 | -97.13448889 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 575 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15343 BRKEY
15548 NBI No.
15548 On Under
1 Structure No.
4317 1134 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAS 4315 Feature Intersected
I-35 UNDER Division
07 County
085 Location
11.3 MI N TX S/L Sufficiency
77 Kind Hwy
4 Level Service
1 Route No.
04315 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
575 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.098 Underclearance Left
18.701 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
920 Future ADT Year
2042 Bypass Detour
1.999945 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
1705 Min Measured Clearance
1609 NBI Rating
15548 ODOT County
43 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
1.499 Rt. Curb SW
1.499 Description
30ft. - 55ft. - 55ft. - 30ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 1134 X H Index
74.2731 Latitude
33:52:56.39 Longitude
-97:08:04.16 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
FAS 4315 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
110 NBI Text
15548 Vault Link
http://plansrv1/bridgemaintvault/b15548 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
33.88233056 Longitude DD
-97.13448889 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15343 x
-10812961.8416997 y
4013012.81765461 |
|||||||||||||||||||||||||||||||||||||
| 15547 | 4317 0529 X | 15547 | Love | S.H. 153 | I-35 UNDER | 4317 0529 X | 30ft. - 55ft. - 55ft. - 30ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS | 1962 | 33.79519722 | -97.135075 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.6 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15342 BRKEY
15547 NBI No.
15547 On Under
1 Structure No.
4317 0529 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 153 Feature Intersected
I-35 UNDER Division
07 County
085 Location
5.3 MI N TX S/L Sufficiency
67.6 Kind Hwy
3 Level Service
1 Route No.
00153 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
1600 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.098 Underclearance Left
18.599 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.6 HS Inv. Rating Method
1 HS Inv. Method
26.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 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
1704 Min Measured Clearance
1606 NBI Rating
15547 ODOT County
43 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
1.499 Rt. Curb SW
1.499 Description
30ft. - 55ft. - 55ft. - 30ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 0529 X H Index
75.2626 Latitude
33:47:42.71 Longitude
-97:08:06.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 153 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
105 NBI Text
15547 Vault Link
http://plansrv1/bridgemaintvault/b15547 GIS FO/SD
Meets Standards H Inv. Method
18.4 Latitude DD
33.79519722 Longitude DD
-97.135075 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15342 x
-10813027.0871664 y
4001335.0565096 |
|||||||||||||||||||||||||||||||||||||
| 15546 | 4317 0935 X | 15546 | Love | E2180 | I-35 UNDER | 4317 0935 X | 30ft. - 55ft. - 55ft. - 30ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS | 1962 | 33.853297 | -97.134347 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.1 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 425 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
15341 BRKEY
15546 NBI No.
15546 On Under
1 Structure No.
4317 0935 X Control No.
Lane Ind.
Milepoint
Facility Carried
E2180 Feature Intersected
I-35 UNDER Division
07 County
085 Location
9.3 MI N TX S/L Sufficiency
71.1 Kind Hwy
4 Level Service
1 Route No.
E2180 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
425 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.101 Underclearance Left
19.101 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 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
5 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
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
680 Future ADT Year
2040 Bypass Detour
1.999945 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
1800 Min Measured Clearance
1702 NBI Rating
15546 ODOT County
43 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
1.499 Rt. Curb SW
1.499 Description
30ft. - 55ft. - 55ft. - 30ft. CONTINUOUS CONCRETE SLAB SPANS WITH (2) 18ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4317 0935 X H Index
74.5237 Latitude
33:51:11.87 Longitude
-97:08:03.65 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
E2180 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
108 NBI Text
15546 Vault Link
http://plansrv1/bridgemaintvault/b15546 GIS FO/SD
FO H Inv. Method
16 Latitude DD
33.853297 Longitude DD
-97.134347 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15341 x
-10812946.0465771 y
4009120.3666873 |
|||||||||||||||||||||||||||||||||||||
| 15737 | 1649 1324WX | 15737 | Comanche | I-44 SB | MILITARY ROAD UNDER | 1649 1324WX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1963 | 34.68486944 | -98.38711667 | 102.034 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.4 | Fair (5) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 12400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15334 BRKEY
15737 NBI No.
15737 On Under
1 Structure No.
1649 1324WX Control No.
049 Lane Ind.
W Milepoint
13240 Facility Carried
I-44 SB Feature Intersected
MILITARY ROAD UNDER Division
07 County
031 Location
6.4 MI.E&N. JCT.SH7 Sufficiency
85.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1963 ADT Total
12400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1704 Min Measured Clearance
1610 NBI Rating
15737 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 1324WX H Index
93.3701 Latitude
34:41:05.53 Longitude
-98:23:13.62 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
146 NBI Text
15737 Vault Link
http://plansrv1/bridgemaintvault/b15737 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.68486944 Longitude DD
-98.38711667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15334 x
-10952403.7283228 y
4121138.19725006 |
|||||||||||||||||||||||||||||||||||||
| 15736 | 1649 1324EX | 15736 | Comanche | I-44 NB | MILITARY ROAD UNDER | 1649 1324EX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS | 1963 | 34.68497778 | -98.38665833 | 102.034 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.4 | Fair (5) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 11400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15333 BRKEY
15736 NBI No.
15736 On Under
1 Structure No.
1649 1324EX Control No.
049 Lane Ind.
E Milepoint
13240 Facility Carried
I-44 NB Feature Intersected
MILITARY ROAD UNDER Division
07 County
031 Location
6.4 MI.E&N. JCT.SH7 Sufficiency
85.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1963 ADT Total
11400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 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
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1709 Min Measured Clearance
1604 NBI Rating
15736 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 1324EX H Index
92.4764 Latitude
34:41:05.92 Longitude
-98:23:11.97 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
145 NBI Text
15736 Vault Link
http://plansrv1/bridgemaintvault/b15736 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.68497778 Longitude DD
-98.38665833 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15333 x
-10952352.7061474 y
4121152.86397077 |
|||||||||||||||||||||||||||||||||||||
| 15735 | 6737 1196SX | 15735 | Seminole | I-40 | CO. RD. UNDER | 6737 1196SX | 30ft.-40ft.-30ft. CONT. CO | 1963 | 35.38376667 | -96.56541667 | 102.034 | 42.999 | — | 3 | 3 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15332 BRKEY
15735 NBI No.
15735 On Under
1 Structure No.
6737 1196SX Control No.
037 Lane Ind.
S Milepoint
11960 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
133 Location
12 MI E POTT CO Sufficiency
94.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7550 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 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
8 HS Operating Rating Method
1 HS Operating Rating
55.667 HS Inv. Rating Method
1 HS Inv. Method
33.29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15735 ODOT County
67 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
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 1196SX H Index
89.7322 Latitude
35:23:01.56 Longitude
-96:33:55.5 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15735 Vault Link
http://plansrv1/bridgemaintvault/b15735 GIS FO/SD
Meets Standards H Inv. Method
21.164 Latitude DD
35.38376667 Longitude DD
-96.56541667 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15332 x
-10749613.0119447 y
4216156.57445624 |
|||||||||||||||||||||||||||||||||||||
| 15734 | 6737 1196NX | 15734 | Seminole | I-40 | CO. RD. UNDER | 6737 1196NX | 30ft.-40ft.-30ft. CONT. CO | 1963 | 35.38532222 | -96.56540278 | 102.034 | 42.999 | — | 3 | 8 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15331 BRKEY
15734 NBI No.
15734 On Under
1 Structure No.
6737 1196NX Control No.
037 Lane Ind.
N Milepoint
11960 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
133 Location
12 MI E POTT CO Sufficiency
94.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7650 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 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
8 HS Operating Rating Method
1 HS Operating Rating
55.667 HS Inv. Rating Method
1 HS Inv. Method
33.29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15734 ODOT County
67 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
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 1196NX H Index
93.9209 Latitude
35:23:07.16 Longitude
-96:33:55.45 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15734 Vault Link
http://plansrv1/bridgemaintvault/b15734 GIS FO/SD
Meets Standards H Inv. Method
21.164 Latitude DD
35.38532222 Longitude DD
-96.56540278 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15331 x
-10749611.465717 y
4216368.97041654 |
|||||||||||||||||||||||||||||||||||||
| 15733 | 5422 1152NX | 15733 | Okfuskee | I-40 | CO. RD. UNDER | 5422 1152NX | 30ft.-40ft.-30ft. CONT. CO | 1963 | 35.42861667 | -96.24705278 | 102.034 | 41.01 | — | 3 | 2 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.4 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15330 BRKEY
15733 NBI No.
15733 On Under
1 Structure No.
5422 1152NX Control No.
022 Lane Ind.
N Milepoint
11520 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
107 Location
11.5 MI E SEMINOLE CO Sufficiency
76.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
2 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
3.937 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
41.01 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15733 ODOT County
54 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
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 1152NX H Index
91.9257 Latitude
35:25:43.02 Longitude
-96:14:49.39 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15733 Vault Link
http://plansrv1/bridgemaintvault/b15733 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.42861667 Longitude DD
-96.24705278 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15330 x
-10714172.9058229 y
4222282.07150101 |
|||||||||||||||||||||||||||||||||||||
| 15732 | 5422 1152SX | 15732 | Okfuskee | I-40 | CO. RD. UNDER | 5422 1152SX | 30ft.-40ft.-30ft. CONT. CO | 1963 | 35.42825556 | -96.24700556 | 102.034 | 41.01 | — | 3 | 2 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.4 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15329 BRKEY
15732 NBI No.
15732 On Under
1 Structure No.
5422 1152SX Control No.
022 Lane Ind.
S Milepoint
11520 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
107 Location
11.5 MI E SEMINOLE CO Sufficiency
76.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7950 ADT Year
2022 Design Load
HS 20 Skew
2 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
3.937 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
41.01 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
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15732 ODOT County
54 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
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 1152SX H Index
95.7872 Latitude
35:25:41.72 Longitude
-96:14:49.22 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15732 Vault Link
http://plansrv1/bridgemaintvault/b15732 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.42825556 Longitude DD
-96.24700556 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15329 x
-10714167.6493166 y
4222232.73841518 |
|||||||||||||||||||||||||||||||||||||
| 15641 | 5422 1155 X | 15641 | Okfuskee | I-40 | CREEK | 5422 1155 X | 2-10ft.X 6ft.X 255ft. RDY | 1963 | 35.42812778 | -96.24635556 | 21.982 | 257.001 | — | 2 | 0 | 4 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 59.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15328 BRKEY
15641 NBI No.
15641 On Under
1 Structure No.
5422 1155 X Control No.
022 Lane Ind.
Milepoint
11550 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
107 Location
11.6 MI E SEMINOLE CO Sufficiency
59.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
15900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
257.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.15 HS Inv. Rating Method
1 HS Inv. Method
27.68 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25440 Future ADT Year
2042 Bypass Detour
21.747992 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
15641 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 255ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 1155 X H Index
92.6945 Latitude
35:25:41.26 Longitude
-96:14:46.88 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15641 Vault Link
http://plansrv1/bridgemaintvault/b15641 GIS FO/SD
FO H Inv. Method
21.58 Latitude DD
35.42812778 Longitude DD
-96.24635556 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15328 x
-10714095.2916476 y
4222215.28178819 |
|||||||||||||||||||||||||||||||||||||
| 15640 | 6737 0984 X | 15640 | Seminole | I-40 | CREEK | 6737 0984 X | 2-10ft.X 8ft.X 222ft. RDY | 1963 | 35.38462778 | -96.60284722 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15327 BRKEY
15640 NBI No.
15640 On Under
1 Structure No.
6737 0984 X Control No.
037 Lane Ind.
Milepoint
09840 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
133 Location
9.9 MI E POTT CO Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
15100 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
8 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24160 Future ADT Year
2042 Bypass Detour
18.019764 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
15640 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 222ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0984 X H Index
99.34 Latitude
35:23:04.66 Longitude
-96:36:10.25 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15640 Vault Link
http://plansrv1/bridgemaintvault/b15640 GIS FO/SD
Meets Standards H Inv. Method
70.4 Latitude DD
35.38462778 Longitude DD
-96.60284722 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15327 x
-10753779.7617108 y
4216274.15055353 |
|||||||||||||||||||||||||||||||||||||
| 15639 | 6737 0926 X | 15639 | Seminole | I-40 | CREEK | 6737 0926 X | 2-10ft.X 12ft.X 268ft. RDY | 1963 | 35.38462778 | -96.61319167 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15326 BRKEY
15639 NBI No.
15639 On Under
1 Structure No.
6737 0926 X Control No.
037 Lane Ind.
Milepoint
09260 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
133 Location
9.3 MI E POTT CO Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
15100 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
10 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24160 Future ADT Year
2042 Bypass Detour
18.019764 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
15639 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 12ft.X 268ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0926 X H Index
98.0591 Latitude
35:23:04.66 Longitude
-96:36:47.49 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15639 Vault Link
http://plansrv1/bridgemaintvault/b15639 GIS FO/SD
Meets Standards H Inv. Method
81.3 Latitude DD
35.38462778 Longitude DD
-96.61319167 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15326 x
-10754931.3006173 y
4216274.15055353 |
|||||||||||||||||||||||||||||||||||||
| 15638 | 2642T0840 X | 15638 | Grady | BAILEY A TP (I-44) | CREEK | 2642T0840 X | 2-10ft. X 6ft. X 172ft. CL | 1963 | 34.98001944 | -97.98791111 | 20.997 | 173.999 | — | 2 | 0 | 4 | 172.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.5 | 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) | W | 10400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15325 BRKEY
15638 NBI No.
15638 On Under
1 Structure No.
2642T0840 X Control No.
042 Lane Ind.
Milepoint
08400 Facility Carried
BAILEY A TP (I-44) Feature Intersected
CREEK Division
07 County
051 Location
T.P. BR NO 31.39 Sufficiency
93.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
10400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
172.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
173.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 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
411.3 HS Inv. Rating Method
1 HS Inv. Method
246.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16640 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15638 ODOT County
26 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 172ft. CL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T0840 X H Index
99.01 Latitude
34:58:48.07 Longitude
-97:59:16.48 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31.39 NBI Text
15638 Vault Link
http://plansrv1/bridgemaintvault/b15638 GIS FO/SD
Meets Standards H Inv. Method
205 Latitude DD
34.98001944 Longitude DD
-97.98791111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15325 x
-10907964.3686618 y
4161166.19717142 |
|||||||||||||||||||||||||||||||||||||
| 15637 | 4606 0775 X | 15637 | McIntosh | U.S. 266 | JACOBS CREEK | 4606 0775 X | (2) 10ft. X 12ft. X 86ft. LONG RCB | 1963 | 35.50743889 | -95.684775 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.8 | 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) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15324 BRKEY
15637 NBI No.
15637 On Under
1 Structure No.
4606 0775 X Control No.
006 Lane Ind.
Milepoint
07750 Facility Carried
U.S. 266 Feature Intersected
JACOBS CREEK Division
01 County
091 Location
2.8 W JCT SH-72 Sufficiency
97.8 Kind Hwy
2 Level Service
1 Route No.
00266 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
07 - Major Collector (Rural) Year Built
1963 ADT Total
1100 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
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.74 HS Inv. Rating Method
1 HS Inv. Method
43.03 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 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
15637 ODOT County
46 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 86ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4606 0775 X H Index
96.1628 Latitude
35:30:26.78 Longitude
-95:41:05.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-0775 NBI Text
15637 Vault Link
http://plansrv1/bridgemaintvault/b15637 GIS FO/SD
Meets Standards H Inv. Method
23.91 Latitude DD
35.50743889 Longitude DD
-95.684775 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15324 x
-10651580.4296689 y
4233055.67896995 |
|||||||||||||||||||||||||||||||||||||
| 15636 | 6341 0771 X | 15636 | Pottawatomie | I-40 | CO. RD. UNDER | 6341 0771 X | 20ft.X 14ft.X 145ft. RDY S | 1963 | 35.38394167 | -96.77676111 | 21.982 | 146.982 | — | 1 | 3 | 4 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 62 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15323 BRKEY
15636 NBI No.
15636 On Under
1 Structure No.
6341 0771 X Control No.
041 Lane Ind.
Milepoint
07710 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
125 Location
7.7 MI E JCT SH 18 Sufficiency
62 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
17700 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
146.982 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
N Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28320 Future ADT Year
2042 Bypass Detour
14.912909 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
15636 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 145ft. RDY S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0771 X H Index
89.0594 Latitude
35:23:02.19 Longitude
-96:46:36.34 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15636 Vault Link
http://plansrv1/bridgemaintvault/b15636 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.38394167 Longitude DD
-96.77676111 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15323 x
-10773139.7673875 y
4216180.46888265 |
|||||||||||||||||||||||||||||||||||||
| 15545 | 4317R0329 X | 15545 | Love | E2240 | I-35 UNDER | 4317 0329 X | 30ft.-55ft.-55ft.-30ft. CONT. CONCSLAB SPANS WITH 2-18ft. SAFETY CURBS | 1962 | 33.76606389 | -97.13511667 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.8 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 1200 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
15322 BRKEY
15545 NBI No.
15545 On Under
1 Structure No.
4317R0329 X Control No.
Lane Ind.
Milepoint
Facility Carried
E2240 Feature Intersected
I-35 UNDER Division
07 County
085 Location
3.3 MI N S/L Sufficiency
67.8 Kind Hwy
4 Level Service
1 Route No.
E2240 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
1200 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.101 Underclearance Left
16.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
50.045 HS Inv. Rating Method
2 HS Inv. Method
27.007 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2024 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1607 Min Measured Clearance
1606 NBI Rating
15545 ODOT County
43 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONCSLAB SPANS WITH 2-18ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4317 0329 X H Index
100 Latitude
33:45:57.83 Longitude
-97:08:06.42 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
E2240 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
104 NBI Text
15545 Vault Link
http://plansrv1/bridgemaintvault/b15545 GIS FO/SD
Meets Standards H Inv. Method
14.991 Latitude DD
33.76606389 Longitude DD
-97.13511667 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15322 x
-10813031.7258496 y
3997433.2099114 |
|||||||||||||||||||||||||||||||||||||
| 15544 | 5568 0852 X | 15544 | Oklahoma | FAU 9581 WESTMINIS | I-40 UNDER | 5568 0852 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS AND 2-1.5ft. SAFETY CURBS | 1962 | 35.41980833 | -97.33512778 | 172.001 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 55.7 | Poor (4) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15321 BRKEY
15544 NBI No.
15544 On Under
1 Structure No.
5568 0852 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9581 WESTMINIS Feature Intersected
I-40 UNDER Division
04 County
109 Location
8.6 MI E OF JCT I35 Sufficiency
55.7 Kind Hwy
5 Level Service
1 Route No.
09581 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1962 ADT Total
1000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
18.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
172.001 Deck Width
28.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
2 Bridge Posting
4 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
30 HS Inv. Rating Method
1 HS Inv. Method
18 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
202020 Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1607 Min Measured Clearance
1606 NBI Rating
15544 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
3 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS AND 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0852 X H Index
91.5963 Latitude
35:25:11.31 Longitude
-97:20:06.46 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
FAU 9581 WESTMINIS Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15544 Vault Link
http://plansrv1/bridgemaintvault/b15544 GIS FO/SD
FO H Inv. Method
12.5 Latitude DD
35.41980833 Longitude DD
-97.33512778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
15321 x
-10835296.8607678 y
4221078.78217629 |
|||||||||||||||||||||||||||||||||||||
| 15543 | 6323 1027EXR | 15543 | Pottawatomie | U.S. 270 SB N-E | S.H. 9 WB UNDER | 6323 1027EXR | 46ft.-63ft.-48ft. I-BM. SP | 1962 | 35.26143056 | -96.91969444 | 160.105 | 30.84 | — | 3 | 49 | 1 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Fair (5) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 7000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15320 BRKEY
15543 NBI No.
15543 On Under
1 Structure No.
6323 1027EXR Control No.
023 Lane Ind.
E Milepoint
10270 Facility Carried
U.S. 270 SB N-E Feature Intersected
S.H. 9 WB UNDER Division
03 County
125 Location
US 270 SB N-E; @ JCT SH 9 Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.887 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
1962 ADT Total
7000 ADT Year
2022 Design Load
H 20 Skew
49 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
3.937 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
27.9 Span Type Main
M Material
3 - Steel Design
02 Length
160.105 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.478 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11200 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15543 ODOT County
63 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
46ft.-63ft.-48ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
6323 1027EXR H Index
87.8742 Latitude
35:15:41.15 Longitude
-96:55:10.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 270 N-E Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15543 Vault Link
http://plansrv1/bridgemaintvault/b15543 GIS FO/SD
FO H Inv. Method
24.471 Latitude DD
35.26143056 Longitude DD
-96.91969444 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15320 x
-10789051.0329005 y
4199465.51147013 |
|||||||||||||||||||||||||||||||||||||
| 15542 | 6323 1017EXR | 15542 | Pottawatomie | U.S. 270 RAMP | U.S. 270 / U.S. 177 UND | 6323 1017EX | 48ft.-65ft.-52ft. I-BM. SP | 1962 | 35.262964 | -96.922347 | 167.979 | 30.84 | — | 3 | 50 | 1 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.5 | Fair (5) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15319 BRKEY
15542 NBI No.
15542 On Under
1 Structure No.
6323 1017EXR Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 270 RAMP Feature Intersected
U.S. 270 / U.S. 177 UND Division
03 County
125 Location
US 270RAMP; @ US 270/177 Sufficiency
87.5 Kind Hwy
2 Level Service
7 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.887 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
1962 ADT Total
6200 ADT Year
2022 Design Load
H 20 Skew
50 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
4.921 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
27.9 Span Type Main
M Material
3 - Steel Design
02 Length
167.979 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
44.4 HS Inv. Rating Method
1 HS Inv. Method
26.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15542 ODOT County
63 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
48ft.-65ft.-52ft. I-BM. SP Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 1017EX H Index
95.4946 Latitude
35:15:46.67 Longitude
-96:55:20.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
U.S. 270 RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
15542 Vault Link
http://plansrv1/bridgemaintvault/b15542 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.262964 Longitude DD
-96.922347 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15319 x
-10789346.314529 y
4199674.57191876 |
|||||||||||||||||||||||||||||||||||||
| 15541 | 3237 0503 X | 15541 | Hughes | U.S. 270 | BNSF R.R. UNDER | 3237 0503 X | 3-55ft. I-BM SPAN | 1962 | 35.09298333 | -96.38440278 | 167.979 | 30.84 | — | 3 | 39 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15318 BRKEY
15541 NBI No.
15541 On Under
1 Structure No.
3237 0503 X Control No.
037 Lane Ind.
Milepoint
05030 Facility Carried
U.S. 270 Feature Intersected
BNSF R.R. UNDER Division
03 County
063 Location
1.1 MI E SH 48 Sufficiency
85.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
27.887 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1962 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
39 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
R Underclearance Right
18.871 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
167.979 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
3.106856 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
15541 ODOT County
32 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
3-55ft. I-BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3237 0503 X H Index
88.9507 Latitude
35:05:34.74 Longitude
-96:23:03.85 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 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
15541 Vault Link
http://plansrv1/bridgemaintvault/b15541 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.09298333 Longitude DD
-96.38440278 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15318 x
-10729462.6378834 y
4176524.39764385 |
|||||||||||||||||||||||||||||||||||||
| 15540 | 6340 1013 X | 15540 | Pottawatomie | CO. RD. | I-40 UNDER | 6340 1013 X | 30ft.-55ft.-55ft.-30ft. CONT | 1962 | 35.38366111 | -96.96516944 | 151.903 | 28.871 | — | 4 | 0 | 2 | 23.95 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.3 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 275 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15317 BRKEY
15540 NBI No.
15540 On Under
1 Structure No.
6340 1013 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
125 Location
10.1 MI E OK C/L Sufficiency
76.3 Kind Hwy
4 Level Service
1 Route No.
N3390 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.95 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
275 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.95 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
18.045 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.95 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
151.903 Deck Width
28.871 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
440 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15540 ODOT County
63 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
1.64 Rt. Curb SW
1.64 Description
30ft.-55ft.-55ft.-30ft. CONT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 1013 X H Index
96.964 Latitude
35:23:01.18 Longitude
-96:57:54.61 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15540 Vault Link
http://plansrv1/bridgemaintvault/b15540 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.38366111 Longitude DD
-96.96516944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15317 x
-10794113.2867443 y
4216142.16136329 |
|||||||||||||||||||||||||||||||||||||
| 15731 | 5422 0848NX | 15731 | Okfuskee | I-40 WB | S.H. 27 UNDER | 5422 0848NX | 32ft.-43ft.-32ft. CONT. CO | 1963 | 35.42250556 | -96.299875 | 108.924 | 41.01 | — | 3 | 0 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15310 BRKEY
15731 NBI No.
15731 On Under
1 Structure No.
5422 0848NX Control No.
022 Lane Ind.
N Milepoint
08480 Facility Carried
I-40 WB Feature Intersected
S.H. 27 UNDER Division
03 County
107 Location
8.5 MI E SEMINOLE CO Sufficiency
94.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
6.89 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.924 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15731 ODOT County
54 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-43ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0848NX H Index
99.9393 Latitude
35:25:21.02 Longitude
-96:17:59.55 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15731 Vault Link
http://plansrv1/bridgemaintvault/b15731 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.42250556 Longitude DD
-96.299875 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15310 x
-10720053.0484559 y
4221447.23127733 |
|||||||||||||||||||||||||||||||||||||
| 15730 | 5422 0848SX | 15730 | Okfuskee | I-40 EB | S.H. 27 UNDER | 5422 0848SX | 32ft.-43ft.-32ft. CONT. CO | 1963 | 35.42211111 | -96.29986944 | 108.924 | 41.01 | — | 3 | 0 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15309 BRKEY
15730 NBI No.
15730 On Under
1 Structure No.
5422 0848SX Control No.
022 Lane Ind.
S Milepoint
08480 Facility Carried
I-40 EB Feature Intersected
S.H. 27 UNDER Division
03 County
107 Location
8.5 MI E SEMINOLE CO Sufficiency
94.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
6.89 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.924 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11440 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15730 ODOT County
54 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-43ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0848SX H Index
92.5813 Latitude
35:25:19.6 Longitude
-96:17:59.53 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15730 Vault Link
http://plansrv1/bridgemaintvault/b15730 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.42211111 Longitude DD
-96.29986944 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15309 x
-10720052.4295195 y
4221393.34754287 |
|||||||||||||||||||||||||||||||||||||
| 15729 | 5422 0741SX | 15729 | Okfuskee | I-40 | CO. RD. UNDER | 5422 0741SX | 32ft.-43ft.-32ft. CONT. CO | 1963 | 35.417225 | -96.31758333 | 108.924 | 41.01 | — | 3 | 21 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15308 BRKEY
15729 NBI No.
15729 On Under
1 Structure No.
5422 0741SX Control No.
022 Lane Ind.
S Milepoint
07410 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
107 Location
7.4 MI E SEMINOLE CO Sufficiency
92.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7200 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
2.953 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.924 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15729 ODOT County
54 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
0 Rt. Curb SW
0 Description
32ft.-43ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0741SX H Index
99.7575 Latitude
35:25:02.01 Longitude
-96:19:03.3 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15729 Vault Link
http://plansrv1/bridgemaintvault/b15729 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.417225 Longitude DD
-96.31758333 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15308 x
-10722024.3307343 y
4220725.90369614 |
|||||||||||||||||||||||||||||||||||||
| 15728 | 5422 0741NX | 15728 | Okfuskee | I-40 | CO. RD. UNDER | 5422 0741NX | 32ft.-43ft.-32ft. CONT. CO | 1963 | 35.41764722 | -96.31758333 | 108.924 | 41.01 | — | 3 | 21 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15307 BRKEY
15728 NBI No.
15728 On Under
1 Structure No.
5422 0741NX Control No.
022 Lane Ind.
N Milepoint
07410 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
107 Location
7.4 MI E SEMINOLE CO Sufficiency
92.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7450 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
2.953 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.924 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15728 ODOT County
54 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-43ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0741NX H Index
99.3785 Latitude
35:25:03.53 Longitude
-96:19:03.3 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15728 Vault Link
http://plansrv1/bridgemaintvault/b15728 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.41764722 Longitude DD
-96.31758333 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15307 x
-10722024.3307343 y
4220783.57745586 |
|||||||||||||||||||||||||||||||||||||
| 15727 | 5603 0603NX | 15727 | Okmulgee | I-40 WB | LAKE RD UNDER | 5603 0603NX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1963 | 35.43288889 | -95.98160833 | 108.999 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 7650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15306 BRKEY
15727 NBI No.
15727 On Under
1 Structure No.
5603 0603NX Control No.
003 Lane Ind.
N Milepoint
06030 Facility Carried
I-40 WB Feature Intersected
LAKE RD UNDER Division
01 County
111 Location
6.03 E OKFUSKEE C/L Sufficiency
95.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1963 ADT Total
7650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.999 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.1 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1504 Min Measured Clearance
1502 NBI Rating
15727 ODOT County
56 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
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0603NX H Index
100 Latitude
35:25:58.4 Longitude
-95:58:53.79 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0603N NBI Text
15727 Vault Link
http://plansrv1/bridgemaintvault/b15727 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
35.43288889 Longitude DD
-95.98160833 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15306 x
-10684623.764815 y
4222865.73813693 |
|||||||||||||||||||||||||||||||||||||
| 15726 | 5603 0603SX | 15726 | Okmulgee | I-40 EB | LAKE RD UNDER | 5603 0603SX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB | 1963 | 35.432525 | -95.98160833 | 108.999 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.7 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 7650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15305 BRKEY
15726 NBI No.
15726 On Under
1 Structure No.
5603 0603SX Control No.
003 Lane Ind.
S Milepoint
06030 Facility Carried
I-40 EB Feature Intersected
LAKE RD UNDER Division
01 County
111 Location
6.03 E OKFUSKEE C/L Sufficiency
83.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 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
1963 ADT Total
7650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.999 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.1 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1406 Min Measured Clearance
1406 NBI Rating
15726 ODOT County
56 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
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0603SX H Index
100 Latitude
35:25:57.09 Longitude
-95:58:53.79 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0603S NBI Text
15726 Vault Link
http://plansrv1/bridgemaintvault/b15726 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
35.432525 Longitude DD
-95.98160833 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15305 x
-10684623.764815 y
4222816.02262459 |
|||||||||||||||||||||||||||||||||||||
| 15635 | 4928 0684 X | 15635 | Mayes | S.H. 82 | CREEK | 4928 0684 X | 2-10ft. X 6ft. X 111ft.R.C. BOX | 1963 | 36.292756 | -95.147347 | 22.966 | 0 | — | 2 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75 | 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 | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15304 BRKEY
15635 NBI No.
15635 On Under
1 Structure No.
4928 0684 X Control No.
028 Lane Ind.
Milepoint
06840 Facility Carried
S.H. 82 Feature Intersected
CREEK Division
08 County
097 Location
UNDER JCT SH82 & SH20 EB Sufficiency
75 Kind Hwy
3 Level Service
1 Route No.
00082 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
1963 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
15 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
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
5440 Future ADT Year
2042 Bypass Detour
36.999907 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
15635 ODOT County
49 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 111ft.R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4928 0684 X H Index
66.6703 Latitude
36:17:33.92 Longitude
-95:08:50.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15635 Vault Link
http://plansrv1/bridgemaintvault/b15635 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.292756 Longitude DD
-95.147347 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15304 x
-10591754.2183709 y
4340979.27890122 |
|||||||||||||||||||||||||||||||||||||
| 15634 | 6326 0584 X | 15634 | Pottawatomie | S.H. 18 | CREEK | 6326 0584 X | 2-10ft. X 10ft. X 204ft. R | 1963 | 35.38189167 | -96.91173056 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 14000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15303 BRKEY
15634 NBI No.
15634 On Under
1 Structure No.
6326 0584 X Control No.
026 Lane Ind.
Milepoint
05840 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
03 County
125 Location
1.4 MI N JCT SH 3E Sufficiency
80.2 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
67.999 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
1963 ADT Total
14000 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
12 Appr. Roadway Width
67.999 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.94 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22400 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15634 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 204ft. R Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6326 0584 X H Index
96.2687 Latitude
35:22:54.81 Longitude
-96:54:42.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15634 Vault Link
http://plansrv1/bridgemaintvault/b15634 GIS FO/SD
Meets Standards H Inv. Method
85.75 Latitude DD
35.38189167 Longitude DD
-96.91173056 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15303 x
-10788164.4978341 y
4215900.56599744 |
|||||||||||||||||||||||||||||||||||||
| 15633 | 2714 0579 X | 15633 | Grant | S.H. 11 | CREEK | 2714 0579 X | 2-10ft. X 10ft. X 102ft. R.C.BOX | 1926 | 36.81043056 | -97.62828889 | 21.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15302 BRKEY
15633 NBI No.
15633 On Under
1 Structure No.
2714 0579 X Control No.
014 Lane Ind.
Milepoint
05790 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
053 Location
5.8 MI E JCT US 81 Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
1400 ADT Year
2022 Design Load
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
7 Appr. Roadway Width
99.99 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
99.97 HS Inv. Rating Method
1 HS Inv. Method
93.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
17.999955 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15633 ODOT County
27 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 102ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2714 0579 X H Index
90.1395 Latitude
36:48:37.55 Longitude
-97:37:41.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15633 Vault Link
http://plansrv1/bridgemaintvault/b15633 GIS FO/SD
Meets Standards H Inv. Method
52.17 Latitude DD
36.81043056 Longitude DD
-97.62828889 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15302 x
-10867931.4062534 y
4412716.08912395 |
|||||||||||||||||||||||||||||||||||||
| 15632 | 5422 0532SX | 15632 | Okfuskee | I-40 | CO. RD. UNDER | 5422 0532SX | 20ft.X 14ft.X 52ft. RDY CO | 1963 | 35.40915 | -96.35290833 | 23.727 | 52.001 | — | 1 | 22 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15301 BRKEY
15632 NBI No.
15632 On Under
1 Structure No.
5422 0532SX Control No.
022 Lane Ind.
S Milepoint
05320 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
107 Location
5.3 MI E SEMINOLE CO Sufficiency
83.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7200 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
23.727 Deck Width
52.001 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
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
6 Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.64 HS Inv. Rating Method
1 HS Inv. Method
25.58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15632 ODOT County
54 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 52ft. RDY CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0532SX H Index
94.472 Latitude
35:24:32.94 Longitude
-96:21:10.47 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15632 Vault Link
http://plansrv1/bridgemaintvault/b15632 GIS FO/SD
FO H Inv. Method
14.21 Latitude DD
35.40915 Longitude DD
-96.35290833 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15301 x
-10725956.6917466 y
4219622.94539185 |
|||||||||||||||||||||||||||||||||||||
| 15631 | 5422 0532NX | 15631 | Okfuskee | I-40 | CO. RD. UNDER | 5422 0532NX | 20ft.X 14ft.X 53ft. RDY CO | 1963 | 35.409975 | -96.35290556 | 23.727 | 52.999 | — | 1 | 22 | 2 | 40.026 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15300 BRKEY
15631 NBI No.
15631 On Under
1 Structure No.
5422 0532NX Control No.
022 Lane Ind.
N Milepoint
05320 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
107 Location
5.3 MI E SEMINOLE CO Sufficiency
83.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7450 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
1 Road Width
40.026 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
38.058 Span Type Main
M Material
1 - Concrete Design
19 Length
23.727 Deck Width
52.999 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
N Culv. Rating
6 Structure Rating
5 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.64 HS Inv. Rating Method
1 HS Inv. Method
25.58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15631 ODOT County
54 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 53ft. RDY CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0532NX H Index
94.5373 Latitude
35:24:35.91 Longitude
-96:21:10.46 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15631 Vault Link
http://plansrv1/bridgemaintvault/b15631 GIS FO/SD
FO H Inv. Method
14.21 Latitude DD
35.409975 Longitude DD
-96.35290556 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15300 x
-10725956.3833916 y
4219735.62646556 |
|||||||||||||||||||||||||||||||||||||
| 15630 | 5603 0528 X | 15630 | Okmulgee | I-40 | COAL CREEK TRIB. | 5603 0528 X | (3) 8ft. X 8ft. X 265ft. LONG RCB | 1963 | 35.43287222 | -95.99448889 | 26 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 63.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15299 BRKEY
15630 NBI No.
15630 On Under
1 Structure No.
5603 0528 X Control No.
003 Lane Ind.
Milepoint
05280 Facility Carried
I-40 Feature Intersected
COAL CREEK TRIB. Division
01 County
111 Location
5.28 E OKFUSKEE C/L Sufficiency
63.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
15300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
90 Span Type Main
M Material
1 - Concrete Design
19 Length
26 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.8 HS Inv. Rating Method
1 HS Inv. Method
56.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24480 Future ADT Year
2042 Bypass Detour
4.97097 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
15630 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
0 Rt. Curb SW
0 Description
(3) 8ft. X 8ft. X 265ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0528 X H Index
67 Latitude
35:25:58.34 Longitude
-95:59:40.16 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0528 NBI Text
15630 Vault Link
http://plansrv1/bridgemaintvault/b15630 GIS FO/SD
Meets Standards H Inv. Method
53.5 Latitude DD
35.43287222 Longitude DD
-95.99448889 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15299 x
-10686057.6221954 y
4222863.46063719 |
|||||||||||||||||||||||||||||||||||||
| 15536 | 6323R0939EX | 15536 | Pottawatomie | U.S. 270 | OLD S.H. 18 UNDER | 6323R0939EX | 40ft.-62ft.-40ft. I-BM. SPANS SK 48 DEG. 10ft.30ft. | 1962 | 35.27166667 | -96.93 | 145.013 | 40 | — | 3 | 42 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.1 | Fair (5) | Critical (2) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 4050 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
15295 BRKEY
15536 NBI No.
15536 On Under
1 Structure No.
6323R0939EX Control No.
023 Lane Ind.
E Milepoint
09390 Facility Carried
U.S. 270 Feature Intersected
OLD S.H. 18 UNDER Division
03 County
125 Location
7.1 MI S JCT SH 3 Sufficiency
78.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
37.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1962 ADT Total
4050 ADT Year
1999 Design Load
H 20 Skew
42 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
145.013 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3400 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
15536 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-62ft.-40ft. I-BM. SPANS SK 48 DEG. 10ft.30ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6323R0939EX H Index
100 Latitude
35:16:18 Longitude
-96:55:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15536 Vault Link
http://plansrv1/bridgemaintvault/b15536 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.27166667 Longitude DD
-96.93 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15295 x
-10790198.242592 y
4200861.11917331 |
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| 15535 | 7280R0840SX | 15535 | Tulsa | S.H. 51 | GARNETT RD. UNDER | 7280R0840SX | 36ft.-68ft.-36ft. I-BM. SPANS WITH 2-6ft. CURBS SK. 66 DEG. 59ft.30ft. | 1962 | 36.05333333 | -95.75666667 | 143.045 | 38.999 | — | 3 | 23 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.8 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 36200 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
15294 BRKEY
15535 NBI No.
15535 On Under
1 Structure No.
7280R0840SX Control No.
080 Lane Ind.
S Milepoint
08400 Facility Carried
S.H. 51 Feature Intersected
GARNETT RD. UNDER Division
08 County
143 Location
2.2 MI SE JCT US 64 Sufficiency
83.8 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
B 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
1962 ADT Total
36200 ADT Year
2001 Design Load
HS 20 Skew
23 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
143.045 Deck Width
38.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 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
23500 Future ADT Year
2018 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
1409 Max Measured Clearance
-1 Min Measured Clearance
1411 NBI Rating
15535 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.-68ft.-36ft. I-BM. SPANS WITH 2-6ft. CURBS SK. 66 DEG. 59ft.30ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7280R0840SX H Index
81.8485 Latitude
36:03:12 Longitude
-95:45:24 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 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
15535 Vault Link
http://plansrv1/bridgemaintvault/b15535 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.05333333 Longitude DD
-95.75666667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15294 x
-10659583.3737656 y
4307962.43971303 |
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| 15534 | 5906R0658 X | 15534 | Pawnee | U.S. 64 | PEDESTRIAN UNDER | 5906 0658 X | 50ft.-50ft.-45ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 69 DEG. 56ft.50ft. | 1962 | 36.301136 | -96.463803 | 146.52 | 31 | — | 3 | 30 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.8 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7800 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
15293 BRKEY
15534 NBI No.
15534 On Under
1 Structure No.
5906R0658 X Control No.
006 Lane Ind.
Milepoint
06580 Facility Carried
U.S. 64 Feature Intersected
PEDESTRIAN UNDER Division
08 County
117 Location
US 64; 0.2 MI S JCT SH 99 Sufficiency
48.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
3 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
7800 ADT Year
2018 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
146.52 Deck Width
31 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
4 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
60.958 HS Inv. Rating Method
1 HS Inv. Method
36.597 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2038 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15534 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
50ft.-50ft.-45ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 69 DEG. 56ft.50ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5906 0658 X H Index
68.1588 Latitude
36:18:04.09 Longitude
-96:27:49.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15534 Vault Link
http://plansrv1/bridgemaintvault/b15534 GIS FO/SD
FOSD H Inv. Method
27.117 Latitude DD
36.301136 Longitude DD
-96.463803 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15293 x
-10738301.4299427 y
4342136.72781118 |
|||||||||||||||||||||||||||||||||||||
| 15438 | 6419 3009 X | 15438 | Pushmataha | S.H. 2 | MUDDY CREEK | 6419 3009 X | (2) 10ft. X 12ft. X 80ft. LONG RCB | 1962 | 34.56515556 | -95.39936111 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15287 BRKEY
15438 NBI No.
15438 On Under
1 Structure No.
6419 3009 X Control No.
019 Lane Ind.
Milepoint
30090 Facility Carried
S.H. 2 Feature Intersected
MUDDY CREEK Division
02 County
127 Location
30.09 N JCT SH-3 Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
1000 ADT Year
2022 Design Load
HS 20 + MOD 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
12 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
100 HS Inv. Rating Method
1 HS Inv. Method
83.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
36.039529 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
15438 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 12ft. X 80ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 3009 X H Index
97.1 Latitude
34:33:54.56 Longitude
-95:23:57.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
084 NBI Text
15438 Vault Link
http://plansrv1/bridgemaintvault/b15438 GIS FO/SD
Meets Standards H Inv. Method
69.6 Latitude DD
34.56515556 Longitude DD
-95.39936111 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15287 x
-10619808.3007688 y
4104943.42170551 |
|||||||||||||||||||||||||||||||||||||
| 15725 | 6341 0600NX | 15725 | Pottawatomie | I-40 | S.H. 9A UNDER | 6341 0600NX | 32ft.-42ft.-32ft. CONT. CO | 1963 | 35.38439444 | -96.80727778 | 107.94 | 42.979 | — | 3 | 0 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15286 BRKEY
15725 NBI No.
15725 On Under
1 Structure No.
6341 0600NX Control No.
041 Lane Ind.
N Milepoint
06000 Facility Carried
I-40 Feature Intersected
S.H. 9A UNDER Division
03 County
125 Location
6 MI E JCT SH 18 Sufficiency
96.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
9500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
7.874 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
107.94 Deck Width
42.979 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15725 ODOT County
63 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
1.64 Rt. Curb SW
1.64 Description
32ft.-42ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0600NX H Index
92.1133 Latitude
35:23:03.82 Longitude
-96:48:26.2 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15725 Vault Link
http://plansrv1/bridgemaintvault/b15725 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
35.38439444 Longitude DD
-96.80727778 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15286 x
-10776536.8675526 y
4216242.2901486 |
|||||||||||||||||||||||||||||||||||||
| 15724 | 6341 0600SX | 15724 | Pottawatomie | I-40 | S.H. 9A UNDER | 6341 0600SX | 32ft.-42ft.-32ft. CONT. CO | 1963 | 35.38399722 | -96.80728333 | 107.94 | 42.979 | — | 3 | 0 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15285 BRKEY
15724 NBI No.
15724 On Under
1 Structure No.
6341 0600SX Control No.
041 Lane Ind.
S Milepoint
06000 Facility Carried
I-40 Feature Intersected
S.H. 9A UNDER Division
03 County
125 Location
6 MI E JCT SH 18 Sufficiency
96.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
9450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
7.874 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
107.94 Deck Width
42.979 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15724 ODOT County
63 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
1.64 Rt. Curb SW
1.64 Description
32ft.-42ft.-32ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0600SX H Index
98.8587 Latitude
35:23:02.39 Longitude
-96:48:26.22 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15724 Vault Link
http://plansrv1/bridgemaintvault/b15724 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
35.38399722 Longitude DD
-96.80728333 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15285 x
-10776537.4853758 y
4216188.05366712 |
|||||||||||||||||||||||||||||||||||||
| 15723 | 5603 0531NX | 15723 | Okmulgee | I-40 WB | S 10TH ST UNDER | 5603 0531NX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 10° | 1963 | 35.43338611 | -95.99403333 | 108.999 | 42.999 | — | 3 | 10 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15284 BRKEY
15723 NBI No.
15723 On Under
1 Structure No.
5603 0531NX Control No.
003 Lane Ind.
N Milepoint
05310 Facility Carried
I-40 WB Feature Intersected
S 10TH ST UNDER Division
01 County
111 Location
5.81 E OKFUSKEE C/L Sufficiency
93.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7650 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.999 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1503 Min Measured Clearance
1502 NBI Rating
15723 ODOT County
56 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
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 10° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0531NX H Index
91.0974 Latitude
35:26:00.19 Longitude
-95:59:38.52 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0531N NBI Text
15723 Vault Link
http://plansrv1/bridgemaintvault/b15723 GIS FO/SD
Meets Standards H Inv. Method
22.9 Latitude DD
35.43338611 Longitude DD
-95.99403333 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15284 x
-10686006.9094881 y
4222933.66987239 |
|||||||||||||||||||||||||||||||||||||
| 15722 | 5603 0531SX | 15722 | Okmulgee | I-40 EB | S 10TH ST UNDER | 5603 0531SX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 10° | 1963 | 35.43303333 | -95.99415556 | 108.999 | 42.999 | — | 3 | 10 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15283 BRKEY
15722 NBI No.
15722 On Under
1 Structure No.
5603 0531SX Control No.
003 Lane Ind.
S Milepoint
05310 Facility Carried
I-40 EB Feature Intersected
S 10TH ST UNDER Division
01 County
111 Location
5.31 E OKFUSKEE C/L Sufficiency
94.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7650 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.999 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1501 Min Measured Clearance
1410 NBI Rating
15722 ODOT County
56 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
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 10° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0531SX H Index
99.5034 Latitude
35:25:58.92 Longitude
-95:59:38.96 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0531S NBI Text
15722 Vault Link
http://plansrv1/bridgemaintvault/b15722 GIS FO/SD
Meets Standards H Inv. Method
22.9 Latitude DD
35.43303333 Longitude DD
-95.99415556 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15283 x
-10686020.5160695 y
4222885.47193359 |
|||||||||||||||||||||||||||||||||||||
| 15721 | 5603 0401NX | 15721 | Okmulgee | I-40 WB | U.S. 75B UNDER | 5603 0401NX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 11° | 1963 | 35.43325278 | -96.017025 | 106.001 | 42.999 | — | 3 | 11 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15282 BRKEY
15721 NBI No.
15721 On Under
1 Structure No.
5603 0401NX Control No.
003 Lane Ind.
N Milepoint
04010 Facility Carried
I-40 WB Feature Intersected
U.S. 75B UNDER Division
01 County
111 Location
4.01 E OKFUSKEE C/L Sufficiency
92.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.749 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
106.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.1 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1600 Min Measured Clearance
1510 NBI Rating
15721 ODOT County
56 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
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 11° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0401NX H Index
97.9008 Latitude
35:25:59.71 Longitude
-96:01:01.29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0401N NBI Text
15721 Vault Link
http://plansrv1/bridgemaintvault/b15721 GIS FO/SD
Meets Standards H Inv. Method
23.4 Latitude DD
35.43325278 Longitude DD
-96.017025 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15282 x
-10688566.330485 y
4222915.45387393 |
|||||||||||||||||||||||||||||||||||||
| 15720 | 5603 0401SX | 15720 | Okmulgee | I-40 EB | U.S. 75B UNDER | 5603 0401SX | 32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 11° | 1963 | 35.43288333 | -96.017025 | 106.001 | 42.999 | — | 3 | 11 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15281 BRKEY
15720 NBI No.
15720 On Under
1 Structure No.
5603 0401SX Control No.
003 Lane Ind.
S Milepoint
04010 Facility Carried
I-40 EB Feature Intersected
U.S. 75B UNDER Division
01 County
111 Location
4.01 E OKFUSKEE C/L Sufficiency
92.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.749 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
106.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.1 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1608 Min Measured Clearance
1604 NBI Rating
15720 ODOT County
56 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
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 40ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 11° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0401SX H Index
98.2605 Latitude
35:25:58.38 Longitude
-96:01:01.29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0401S NBI Text
15720 Vault Link
http://plansrv1/bridgemaintvault/b15720 GIS FO/SD
Meets Standards H Inv. Method
23.4 Latitude DD
35.43288333 Longitude DD
-96.017025 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15281 x
-10688566.330485 y
4222864.97851489 |
|||||||||||||||||||||||||||||||||||||
| 15629 | 1706 0528EXF | 15629 | Cotton | I-44 FRONTAGE RD. | CREEK | 1706 0528EXF | 2-10ft.X 4ft.X 48ft. R.C. BOX SK. 60 DEG. WITH 2ft. ADDITIONAL CURTAIN WALLS | 1963 | 34.16854444 | -98.50507222 | 25.919 | 48.002 | — | 2 | 60 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | 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) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15280 BRKEY
15629 NBI No.
15629 On Under
1 Structure No.
1706 0528EXF Control No.
006 Lane Ind.
E Milepoint
05280 Facility Carried
I-44 FRONTAGE RD. Feature Intersected
CREEK Division
07 County
033 Location
0.4S JCT I-44/U.S. 70 Sufficiency
98 Kind Hwy
2 Level Service
8 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24.003 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1963 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
60 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
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
48.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.3 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 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
15629 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 48ft. R.C. BOX SK. 60 DEG. WITH 2ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
1706 0528EXF H Index
100 Latitude
34:10:06.76 Longitude
-98:30:18.26 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 FRONTAGE RD. Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
105 NBI Text
15629 Vault Link
http://plansrv1/bridgemaintvault/b15629 GIS FO/SD
Meets Standards H Inv. Method
17.8 Latitude DD
34.16854444 Longitude DD
-98.50507222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15280 x
-10965534.480085 y
4051455.94127292 |
|||||||||||||||||||||||||||||||||||||
| 15628 | 6341 0502SX | 15628 | Pottawatomie | I-40 EB | CO. RD. UNDER | 6341 0502SX | 20ft.X 14ft.X 58.5ft. RDY | 1963 | 35.38513889 | -96.82456111 | 21.982 | 60.499 | — | 1 | 27 | 2 | 38.058 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15279 BRKEY
15628 NBI No.
15628 On Under
1 Structure No.
6341 0502SX Control No.
041 Lane Ind.
S Milepoint
05020 Facility Carried
I-40 EB Feature Intersected
CO. RD. UNDER Division
03 County
125 Location
5 MI E JCT SH 18 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
9450 ADT Year
2022 Design Load
HS 20 Skew
27 No. Main Spans
1 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
60.499 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
N Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15628 ODOT County
63 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 58.5ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0502SX H Index
90.4204 Latitude
35:23:06.5 Longitude
-96:49:28.42 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 EB Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15628 Vault Link
http://plansrv1/bridgemaintvault/b15628 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.38513889 Longitude DD
-96.82456111 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15279 x
-10778460.8390474 y
4216343.93818834 |
|||||||||||||||||||||||||||||||||||||
| 15627 | 6341 0502NX | 15627 | Pottawatomie | I-40 WB | CO. RD. UNDER | 6341 0502NX | 20ft.X 14ft.X 54ft. RDY S. | 1963 | 35.385925 | -96.82454722 | 21.982 | 56.102 | — | 1 | 27 | 2 | 54.134 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15278 BRKEY
15627 NBI No.
15627 On Under
1 Structure No.
6341 0502NX Control No.
041 Lane Ind.
N Milepoint
05020 Facility Carried
I-40 WB Feature Intersected
CO. RD. UNDER Division
03 County
125 Location
5 MI E JCT SH 18 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
9500 ADT Year
2022 Design Load
HS 20 Skew
27 No. Main Spans
1 Road Width
54.134 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
56.102 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15627 ODOT County
63 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 54ft. RDY S. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0502NX H Index
89.4123 Latitude
35:23:09.33 Longitude
-96:49:28.37 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 WB Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15627 Vault Link
http://plansrv1/bridgemaintvault/b15627 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.385925 Longitude DD
-96.82454722 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15278 x
-10778459.2928197 y
4216451.27554959 |
|||||||||||||||||||||||||||||||||||||
| 15626 | 7281 0491 X | 15626 | Tulsa | U.S. 169 | CREEK | 7281 0491 X | 20ft. RIGID FRAME SPAN | 1963 | 36.21036944 | -95.85141944 | 22.001 | 0 | — | 1 | 15 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 60600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15277 BRKEY
15626 NBI No.
15626 On Under
1 Structure No.
7281 0491 X Control No.
081 Lane Ind.
Milepoint
04910 Facility Carried
U.S. 169 Feature Intersected
CREEK Division
08 County
143 Location
5.1 MI N JCT I-44 Sufficiency
62.4 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1963 ADT Total
60600 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
8 Fill RCB
AG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.9 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
96960 Future ADT Year
2042 Bypass Detour
3.106856 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
15626 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft. RIGID FRAME SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0491 X H Index
99.1255 Latitude
36:12:37.33 Longitude
-95:51:05.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15626 Vault Link
http://plansrv1/bridgemaintvault/b15626 GIS FO/SD
Meets Standards H Inv. Method
16.9 Latitude DD
36.21036944 Longitude DD
-95.85141944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15277 x
-10670131.2038733 y
4329606.62550725 |
|||||||||||||||||||||||||||||||||||||
| 15625 | 4133 0405 X | 15625 | Lincoln | U.S. 177 | CREEK | 4133 0405 X | 2-8ft.X8ft.X74ft. RC BOX | 1963 | 35.52263889 | -97.00028611 | 25.919 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.5 | 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 | 06 - Minor Arterial (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15276 BRKEY
15625 NBI No.
15625 On Under
1 Structure No.
4133 0405 X Control No.
033 Lane Ind.
Milepoint
04050 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
03 County
081 Location
4 MI N POTT C/L Sufficiency
87.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1963 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 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
46.8 HS Inv. Rating Method
1 HS Inv. Method
28.08 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 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
15625 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
2-8ft.X8ft.X74ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4133 0405 X H Index
98.68 Latitude
35:31:21.5 Longitude
-97:00:01.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15625 Vault Link
http://plansrv1/bridgemaintvault/b15625 GIS FO/SD
Meets Standards H Inv. Method
15.6 Latitude DD
35.52263889 Longitude DD
-97.00028611 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15276 x
-10798022.456567 y
4235134.46649189 |
|||||||||||||||||||||||||||||||||||||
| 15624 | 6737 0395SX | 15624 | Seminole | I-40 | CO. RD. UNDER | 6737 0395SX | 20ft.X 14ft.X 52ft. SINGLE | 1963 | 35.38385278 | -96.70676667 | 21.982 | 42.001 | — | 1 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15275 BRKEY
15624 NBI No.
15624 On Under
1 Structure No.
6737 0395SX Control No.
037 Lane Ind.
S Milepoint
03950 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
133 Location
4 MI E POTT CO Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
42.001 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
N Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15624 ODOT County
67 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 52ft. SINGLE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0395SX H Index
68.3518 Latitude
35:23:01.87 Longitude
-96:42:24.36 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15624 Vault Link
http://plansrv1/bridgemaintvault/b15624 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.38385278 Longitude DD
-96.70676667 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15275 x
-10765348.0219683 y
4216168.33187295 |