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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 14355 | 3625 0547 X | 14355 | Kay | I-35 | SALT FK ARK RVR O'FLOW | 3625 0547 X | (10.25ft.,(3)-12.5ft.,10.25ft.) X 7ft.X 142ft. R.C.BOX SK. 60 DEG. LF | 1962 | 36.67326667 | -97.34559167 | 72.001 | 0 | — | 5 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15039 BRKEY
14355 NBI No.
14355 On Under
1 Structure No.
3625 0547 X Control No.
025 Lane Ind.
Milepoint
05470 Facility Carried
I-35 Feature Intersected
SALT FK ARK RVR O'FLOW Division
04 County
071 Location
5.4 MI N NOBLE C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
65 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
1962 ADT Total
17500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
75.997 Span Type Main
M Material
1 - Concrete Design
19 Length
72.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
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
28000 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14355 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft.,(3)-12.5ft.,10.25ft.) X 7ft.X 142ft. R.C.BOX SK. 60 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0547 X H Index
95.4143 Latitude
36:40:23.76 Longitude
-97:20:44.13 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14355 Vault Link
http://plansrv1/bridgemaintvault/b14355 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.67326667 Longitude DD
-97.34559167 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15039 x
-10836461.6956743 y
4393661.70204839 |
|||||||||||||||||||||||||||||||||||||
| 14446 | 3625 2004 X | 14446 | Kay | CO. RD. E0090 | I-35 UNDER | 3625 2004 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1959 | 36.88370556 | -97.35206389 | 171.916 | 25 | — | 4 | 0 | 2 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.5 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15024 BRKEY
14446 NBI No.
14446 On Under
1 Structure No.
3625 2004 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0090 Feature Intersected
I-35 UNDER Division
04 County
071 Location
5 MI N JCT SH 11 Sufficiency
72.5 Kind Hwy
4 Level Service
1 Route No.
00900 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
9.4 Underclearance Left
19.199 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
19.6 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 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
80 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
1607 Max Measured Clearance
1703 Min Measured Clearance
1610 NBI Rating
14446 ODOT County
36 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. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 2004 X H Index
93.3094 Latitude
36:53:01.34 Longitude
-97:21:07.43 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0090 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14446 Vault Link
http://plansrv1/bridgemaintvault/b14446 GIS FO/SD
FO H Inv. Method
18 Latitude DD
36.88370556 Longitude DD
-97.35206389 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15024 x
-10837182.179909 y
4422909.21491905 |
|||||||||||||||||||||||||||||||||||||
| 14445 | 3625 1903 X | 14445 | Kay | CO. RD. E0100 | I-35 UNDER | 3625 1903 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1959 | 36.86923333 | -97.34888333 | 171.916 | 25 | — | 4 | 0 | 2 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.5 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15023 BRKEY
14445 NBI No.
14445 On Under
1 Structure No.
3625 1903 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0100 Feature Intersected
I-35 UNDER Division
04 County
071 Location
4 MI N JCT SH 11 Sufficiency
72.5 Kind Hwy
4 Level Service
1 Route No.
01000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
8.799 Underclearance Left
18.698 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 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
80 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
1607 Max Measured Clearance
1700 Min Measured Clearance
1609 NBI Rating
14445 ODOT County
36 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. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1903 X H Index
85.4071 Latitude
36:52:09.24 Longitude
-97:20:55.98 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0100 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14445 Vault Link
http://plansrv1/bridgemaintvault/b14445 GIS FO/SD
FO H Inv. Method
18 Latitude DD
36.86923333 Longitude DD
-97.34888333 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15023 x
-10836828.1215894 y
4420895.24005014 |
|||||||||||||||||||||||||||||||||||||
| 14444 | 3625 1700 X | 14444 | Kay | CO. RD. E0120 | I-35 UNDER | 3625 1700 X | 31ft.-56ft.-56ft.-31ft. CONT. CONC. SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1959 | 36.84025833 | -97.34427778 | 176.837 | 25 | — | 4 | 0 | 2 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.5 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15022 BRKEY
14444 NBI No.
14444 On Under
1 Structure No.
3625 1700 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0120 Feature Intersected
I-35 UNDER Division
04 County
071 Location
2 MI N JCT SH 11 Sufficiency
85.5 Kind Hwy
4 Level Service
1 Route No.
EE120 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
10.2 Underclearance Left
19.298 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
176.837 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 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
80 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
1700 Min Measured Clearance
1604 NBI Rating
14444 ODOT County
36 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
31ft.-56ft.-56ft.-31ft. CONT. CONC. SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1700 X H Index
71.3782 Latitude
36:50:24.93 Longitude
-97:20:39.4 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0120 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14444 Vault Link
http://plansrv1/bridgemaintvault/b14444 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
36.84025833 Longitude DD
-97.34427778 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15022 x
-10836315.4341086 y
4416864.18651704 |
|||||||||||||||||||||||||||||||||||||
| 14443 | 4405 1462 X | 14443 | McClain | E1351 | I-35 UNDER | 4405 1462 X | 30ft.-55ft.-55ft.-30ft. CONT | 1959 | 35.05713056 | -97.38701389 | 171.916 | 28.871 | — | 4 | 0 | 2 | 23.95 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.9 | 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 | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15021 BRKEY
14443 NBI No.
14443 On Under
1 Structure No.
4405 1462 X Control No.
Lane Ind.
Milepoint
Facility Carried
E1351 Feature Intersected
I-35 UNDER Division
03 County
087 Location
11.1 MI S CLEV. C/L Sufficiency
72.9 Kind Hwy
4 Level Service
1 Route No.
E1351 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
1959 ADT Total
400 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
171.916 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.
2 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
6 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14443 ODOT County
44 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
30ft.-55ft.-55ft.-30ft. CONT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 1462 X H Index
99.82 Latitude
35:03:25.67 Longitude
-97:23:13.25 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
E1351 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14443 Vault Link
http://plansrv1/bridgemaintvault/b14443 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.05713056 Longitude DD
-97.38701389 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15021 x
-10841072.7961123 y
4171647.67181827 |
|||||||||||||||||||||||||||||||||||||
| 14442 | 4230 1444 X | 14442 | Logan | CO. RD. E0750 | I-35 UNDER | 4230 1444 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1959 | 35.92771389 | -97.38315833 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.6 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15020 BRKEY
14442 NBI No.
14442 On Under
1 Structure No.
4230 1444 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0750 Feature Intersected
I-35 UNDER Division
04 County
083 Location
14.5 MI N OKLA C/L Sufficiency
54.6 Kind Hwy
4 Level Service
1 Route No.
E0740 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
1959 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.321 Underclearance Left
18.701 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.999 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
5 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
5 HS Operating Rating Method
1 HS Operating Rating
42.5 HS Inv. Rating Method
1 HS Inv. Method
18.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 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
1609 Min Measured Clearance
1507 NBI Rating
14442 ODOT County
42 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. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 1444 X H Index
90.8869 Latitude
35:55:39.77 Longitude
-97:22:59.37 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E075.0 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14442 Vault Link
http://plansrv1/bridgemaintvault/b14442 GIS FO/SD
FO H Inv. Method
16 Latitude DD
35.92771389 Longitude DD
-97.38315833 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15020 x
-10840643.5971363 y
4290679.46796765 |
|||||||||||||||||||||||||||||||||||||
| 14441 | 6029 1211 X | 14441 | Payne | CO. RD. E0590 | I-35 UNDER | 6029 1211 X | 31ft.-56ft.-56ft.-31ft. CONT.CONC.SLAB SPANS W/ 2 -1.5ft. SAFETY CURBS | 1959 | 36.159097 | -97.327594 | 176.837 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.5 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15019 BRKEY
14441 NBI No.
14441 On Under
1 Structure No.
6029 1211 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0590 Feature Intersected
I-35 UNDER Division
04 County
119 Location
NOBLE-PAYNE C/L Sufficiency
87.5 Kind Hwy
4 Level Service
1 Route No.
E0590 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.997 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20.997 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
176.837 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
6 Super Rating
7 Sub Rating
6 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
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1605 Min Measured Clearance
1600 NBI Rating
14441 ODOT County
60 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
31ft.-56ft.-56ft.-31ft. CONT.CONC.SLAB SPANS W/ 2 -1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6029 1211 X H Index
90.2677 Latitude
36:09:32.75 Longitude
-97:19:39.34 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0590 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14441 Vault Link
http://plansrv1/bridgemaintvault/b14441 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
36.159097 Longitude DD
-97.327594 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15019 x
-10834458.2042145 y
4322535.01422378 |
|||||||||||||||||||||||||||||||||||||
| 14352 | 4405 2436 X | 14352 | McClain | I-35 | CREEK | 4405 2436 X | (12ft.-14ft.-12ft.)X 14ft.X | 1959 | 35.16905 | -97.49170556 | 60.039 | 122.001 | — | 3 | 45 | 4 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | 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 | 45100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15018 BRKEY
14352 NBI No.
14352 On Under
1 Structure No.
4405 2436 X Control No.
005 Lane Ind.
Milepoint
24360 Facility Carried
I-35 Feature Intersected
CREEK Division
03 County
087 Location
1.4 MI S CLEV. C/L Sufficiency
66 Kind Hwy
1 Level Service
1 Route No.
00035 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
1959 ADT Total
45100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
60.039 Deck Width
122.001 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
7 Culv. Rating
6 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
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
72160 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14352 ODOT County
44 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
(12ft.-14ft.-12ft.)X 14ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 2436 X H Index
96.69 Latitude
35:10:08.58 Longitude
-97:29:30.14 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14352 Vault Link
http://plansrv1/bridgemaintvault/b14352 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.16905 Longitude DD
-97.49170556 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15018 x
-10852727.019507 y
4186878.16069829 |
|||||||||||||||||||||||||||||||||||||
| 14351 | 3625 2360 X | 14351 | Kay | I-35 | DRY CREEK | 3625 2360 X | (10.25ft.,3-12.5ft.,10.25ft.) X 8ft. X 213ft. R.C.BOX | 1959 | 36.9343 | -97.34738056 | 61.188 | 0 | — | 5 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | 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 | 14300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15017 BRKEY
14351 NBI No.
14351 On Under
1 Structure No.
3625 2360 X Control No.
025 Lane Ind.
Milepoint
23600 Facility Carried
I-35 Feature Intersected
DRY CREEK Division
04 County
071 Location
8.7 MI N JCT SH 11 Sufficiency
69 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68.599 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
1959 ADT Total
14300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
29 Appr. Roadway Width
75.997 Span Type Main
M Material
1 - Concrete Design
19 Length
61.188 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
22880 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14351 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft.,3-12.5ft.,10.25ft.) X 8ft. X 213ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 2360 X H Index
67 Latitude
36:56:03.48 Longitude
-97:20:50.57 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14351 Vault Link
http://plansrv1/bridgemaintvault/b14351 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.9343 Longitude DD
-97.34738056 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15017 x
-10836660.8339982 y
4429953.00677983 |
|||||||||||||||||||||||||||||||||||||
| 14350 | 7718 1465 X | 14350 | Woodward | S.H. 50 | SLICKER CREEK | 7718 1465 X | (12-14-12)X14X85ft.RCB SK 45 RF | 1959 | 36.640356 | -99.186839 | 60.039 | 58.1 | — | 3 | 45 | 2 | 31.801 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15016 BRKEY
14350 NBI No.
14350 On Under
1 Structure No.
7718 1465 X Control No.
018 Lane Ind.
Milepoint
14650 Facility Carried
S.H. 50 Feature Intersected
SLICKER CREEK Division
06 County
153 Location
14.6 MI N JCT SH 15 Sufficiency
89.7 Kind Hwy
3 Level Service
1 Route No.
00050 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
31.801 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
60.039 Deck Width
58.1 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
54.059293 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
14350 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12-14-12)X14X85ft.RCB SK 45 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7718 1465 X H Index
92.1012 Latitude
36:38:25.28 Longitude
-99:11:12.62 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 50 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14350 Vault Link
http://plansrv1/bridgemaintvault/b14350 GIS FO/SD
Meets Standards H Inv. Method
24.4 Latitude DD
36.640356 Longitude DD
-99.186839 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15016 x
-11041428.4108744 y
4389094.90964464 |
|||||||||||||||||||||||||||||||||||||
| 14349 | 4518 0900 X | 14349 | McCurtain | U.S. 259 | RAMOS CREEK | 4518 0900 X | (13ft. - 17ft. - 13ft.) X 12ft. X 81ft. LONG RCB SK 45° | 1959 | 34.41181389 | -94.68133333 | 66.499 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15015 BRKEY
14349 NBI No.
14349 On Under
1 Structure No.
4518 0900 X Control No.
018 Lane Ind.
Milepoint
09000 Facility Carried
U.S. 259 Feature Intersected
RAMOS CREEK Division
02 County
089 Location
9.0 E-N JCT SH-144 Sufficiency
87.2 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1959 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
66.499 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2560 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14349 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 12ft. X 81ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4518 0900 X H Index
98.5612 Latitude
34:24:42.53 Longitude
-94:40:52.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
62 NBI Text
14349 Vault Link
http://plansrv1/bridgemaintvault/b14349 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.41181389 Longitude DD
-94.68133333 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15015 x
-10539877.8139238 y
4084233.52366708 |
|||||||||||||||||||||||||||||||||||||
| 14348 | 3826 0733 X | 14348 | Kiowa | S.H. 54 | CREEK | 3826 0733 X | (10ft.,3-12ft., 10ft.) X 11ft. X 32ft. RDY. R.C.B. W/ HANDRAILS | 1959 | 34.739125 | -98.86148056 | 63.976 | 34.003 | — | 5 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15014 BRKEY
14348 NBI No.
14348 On Under
1 Structure No.
3826 0733 X Control No.
026 Lane Ind.
Milepoint
07330 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
7.3 MI N U.S. 62 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
63.976 Deck Width
34.003 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
720 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14348 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10ft.,3-12ft., 10ft.) X 11ft. X 32ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3826 0733 X H Index
93.6805 Latitude
34:44:20.85 Longitude
-98:51:41.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14348 Vault Link
http://plansrv1/bridgemaintvault/b14348 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.739125 Longitude DD
-98.86148056 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15014 x
-11005209.6750083 y
4128485.54443449 |
|||||||||||||||||||||||||||||||||||||
| 14347 | 3408 0540 X | 14347 | Jefferson | U.S. 81 | CREEK | 3408 0540 X | (10.25ft., 3 - 12.5ft., 10.25ft.) X 8ft. X 44ft. RCB | 1959 | 34.23566944 | -97.97638611 | 63.976 | 46.001 | — | 5 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15013 BRKEY
14347 NBI No.
14347 On Under
1 Structure No.
3408 0540 X Control No.
008 Lane Ind.
Milepoint
05400 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
067 Location
5.5 MI N JCT US70 Sufficiency
90.7 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1959 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
63.976 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
41.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
14347 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft., 3 - 12.5ft., 10.25ft.) X 8ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3408 0540 X H Index
97.4342 Latitude
34:14:08.41 Longitude
-97:58:34.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
033 NBI Text
14347 Vault Link
http://plansrv1/bridgemaintvault/b14347 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.23566944 Longitude DD
-97.97638611 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15013 x
-10906681.4115304 y
4060490.74226336 |
|||||||||||||||||||||||||||||||||||||
| 14440 | 4230 1140 X | 14440 | Logan | COLLEGE AVE. | I-35 UNDER | 4230 1140 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1959 | 35.88519167 | -97.39441389 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.9 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 415 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15000 BRKEY
14440 NBI No.
14440 On Under
1 Structure No.
4230 1140 X Control No.
Lane Ind.
Milepoint
Facility Carried
COLLEGE AVE. Feature Intersected
I-35 UNDER Division
04 County
083 Location
11.4 MI N OKLA. C/L Sufficiency
71.9 Kind Hwy
4 Level Service
1 Route No.
E0780 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
1959 ADT Total
415 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18.415 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
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
664 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
1606 Min Measured Clearance
1600 NBI Rating
14440 ODOT County
42 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. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 1140 X H Index
91.711 Latitude
35:53:06.69 Longitude
-97:23:39.89 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
COLLEGE AVE Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14440 Vault Link
http://plansrv1/bridgemaintvault/b14440 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.88519167 Longitude DD
-97.39441389 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15000 x
-10841896.5603441 y
4284835.40041864 |
|||||||||||||||||||||||||||||||||||||
| 14439 | 6029 1102 X | 14439 | Payne | CO. RD. E0600 | I-35 UNDER | 6029 1102 X | 30ft.-55ft.-55ft.-30ft. CONT.CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1959 | 36.14483056 | -97.333275 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14999 BRKEY
14439 NBI No.
14439 On Under
1 Structure No.
6029 1102 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0600 Feature Intersected
I-35 UNDER Division
04 County
119 Location
1.1 MI S NOBLE C/L Sufficiency
81 Kind Hwy
4 Level Service
1 Route No.
E0600 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.497 Underclearance Left
19.898 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.46 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.242 HS Inv. Rating Method
1 HS Inv. Method
23.479 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1802 Max Measured Clearance
1808 Min Measured Clearance
1704 NBI Rating
14439 ODOT County
60 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. CONT.CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6029 1102 X H Index
90.3898 Latitude
36:08:41.39 Longitude
-97:19:59.79 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E060.0 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14439 Vault Link
http://plansrv1/bridgemaintvault/b14439 GIS FO/SD
FO H Inv. Method
17.527 Latitude DD
36.14483056 Longitude DD
-97.333275 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14999 x
-10835090.6102417 y
4320568.17708991 |
|||||||||||||||||||||||||||||||||||||
| 14438 | 4230 0990 X | 14438 | Logan | CO. RD. E0795 | I-35 UNDER | 4230 0990 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1959 | 35.86341944 | -97.39448611 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 70 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14998 BRKEY
14438 NBI No.
14438 On Under
1 Structure No.
4230 0990 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0795 Feature Intersected
I-35 UNDER Division
04 County
083 Location
9.9 MI N OKLA. C/L Sufficiency
93 Kind Hwy
4 Level Service
1 Route No.
E0795 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
1959 ADT Total
70 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.163 Underclearance Left
18.497 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
112 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
1508 Max Measured Clearance
1605 Min Measured Clearance
1510 NBI Rating
14438 ODOT County
42 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
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 0990 X H Index
94.3987 Latitude
35:51:48.31 Longitude
-97:23:40.15 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E079.5 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14438 Vault Link
http://plansrv1/bridgemaintvault/b14438 GIS FO/SD
FO H Inv. Method
14 Latitude DD
35.86341944 Longitude DD
-97.39448611 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14998 x
-10841904.5998377 y
4281844.33529516 |
|||||||||||||||||||||||||||||||||||||
| 14437 | 3625 0900 X | 14437 | Kay | CO. RD. E0200 | I-35 UNDER | 3625 0900 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2 1.5ft. SAFETY CURBS | 1959 | 36.724325 | -97.34611667 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | 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 | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14997 BRKEY
14437 NBI No.
14437 On Under
1 Structure No.
3625 0900 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0200 Feature Intersected
I-35 UNDER Division
04 County
071 Location
9. MI N NOBLE C/L Sufficiency
85.7 Kind Hwy
4 Level Service
1 Route No.
E0200 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.001 Underclearance Left
18.898 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
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 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
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 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
1702 Min Measured Clearance
1610 NBI Rating
14437 ODOT County
36 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. CONT. CONC SLAB SPANS W/ 2 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0900 X H Index
88.9295 Latitude
36:43:27.57 Longitude
-97:20:46.02 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0200 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14437 Vault Link
http://plansrv1/bridgemaintvault/b14437 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.724325 Longitude DD
-97.34611667 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14997 x
-10836520.138407 y
4400750.59118897 |
|||||||||||||||||||||||||||||||||||||
| 14436 | 4230 0841 X | 14436 | Logan | CO. RD. E0810 | I-35 UNDER | 4230 0841 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1959 | 35.84188611 | -97.39511111 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14996 BRKEY
14436 NBI No.
14436 On Under
1 Structure No.
4230 0841 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0810 Feature Intersected
I-35 UNDER Division
04 County
083 Location
8.4 MI N OKLA. C/L Sufficiency
83 Kind Hwy
4 Level Service
1 Route No.
E0810 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
1959 ADT Total
300 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.599 Underclearance Left
17.999 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 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
1700 Min Measured Clearance
1510 NBI Rating
14436 ODOT County
42 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. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 0841 X H Index
89.6505 Latitude
35:50:30.79 Longitude
-97:23:42.4 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
PRAIRIE GROVE RD Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14436 Vault Link
http://plansrv1/bridgemaintvault/b14436 GIS FO/SD
FO H Inv. Method
14 Latitude DD
35.84188611 Longitude DD
-97.39511111 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14996 x
-10841974.1745195 y
4278886.89828262 |
|||||||||||||||||||||||||||||||||||||
| 14435 | 3625 0799 X | 14435 | Kay | CO. RD. E0210 | I-35 UNDER | 3625 0799 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1959 | 36.70981111 | -97.34611944 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.2 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14995 BRKEY
14435 NBI No.
14435 On Under
1 Structure No.
3625 0799 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0210 Feature Intersected
I-35 UNDER Division
04 County
071 Location
1 MI N JCT US 60 Sufficiency
78.2 Kind Hwy
4 Level Service
1 Route No.
E0230 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
1959 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18.199 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 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
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 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
1700 Min Measured Clearance
1608 NBI Rating
14435 ODOT County
36 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. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0799 X H Index
87.2367 Latitude
36:42:35.32 Longitude
-97:20:46.03 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0230 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14435 Vault Link
http://plansrv1/bridgemaintvault/b14435 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.70981111 Longitude DD
-97.34611944 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14995 x
-10836520.446762 y
4398735.01767187 |
|||||||||||||||||||||||||||||||||||||
| 14346 | 3502 0377 X | 14346 | Johnston | S.H. 199 | CAMP CREEK | 3502 0377 X | (13ft.-17ft.-13ft.)X15ft.X65 | 1959 | 34.18205833 | -96.86783056 | 65.945 | 66.929 | — | 3 | 45 | 2 | 45.932 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.4 | 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 | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14994 BRKEY
14346 NBI No.
14346 On Under
1 Structure No.
3502 0377 X Control No.
002 Lane Ind.
Milepoint
03770 Facility Carried
S.H. 199 Feature Intersected
CAMP CREEK Division
03 County
069 Location
3.8 MI E OF CARTER CL Sufficiency
81.4 Kind Hwy
3 Level Service
1 Route No.
00199 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 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
1959 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
45.932 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
65.945 Deck Width
66.929 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5600 Future ADT Year
2042 Bypass Detour
59.030263 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14346 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X15ft.X65 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3502 0377 X H Index
95.36 Latitude
34:10:55.41 Longitude
-96:52:04.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 199 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14346 Vault Link
http://plansrv1/bridgemaintvault/b14346 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.18205833 Longitude DD
-96.86783056 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14994 x
-10783277.5721883 y
4053274.2875914 |
|||||||||||||||||||||||||||||||||||||
| 14345 | 5610 0182 X | 14345 | Okmulgee | U.S. 75A | ADAMS CREEK | 5610 0182 X | (12ft. - 14ft. - 12ft.) X 14ft. X 138.4ft. LONG RCB SK 45° | 1959 | 35.74065278 | -96.03913889 | 56.6 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.9 | 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) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14993 BRKEY
14345 NBI No.
14345 On Under
1 Structure No.
5610 0182 X Control No.
010 Lane Ind.
Milepoint
01820 Facility Carried
U.S. 75A Feature Intersected
ADAMS CREEK Division
01 County
111 Location
1.82 W JCT US-75 Sufficiency
82.9 Kind Hwy
2 Level Service
2 Route No.
0075A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
3900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
56.6 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
6240 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
14345 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.201 Rt. Curb SW
1.201 Description
(12ft. - 14ft. - 12ft.) X 14ft. X 138.4ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5610 0182 X H Index
98.8757 Latitude
35:44:26.35 Longitude
-96:02:20.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75A Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
10-0182 NBI Text
14345 Vault Link
http://plansrv1/bridgemaintvault/b14345 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.74065278 Longitude DD
-96.03913889 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14993 x
-10691028.0374593 y
4264994.02416408 |
|||||||||||||||||||||||||||||||||||||
| 14342 | 2628 1192 X | 14342 | Grady | S.H. 37 | WORLEY CREEK | 2628 1192 X | (13ft.-17ft.-13ft.)X 10ft.X 104ft. RCB | 1959 | 35.29104167 | -97.75311944 | 51.801 | 0 | — | 3 | 30 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 52.8 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 10100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14990 BRKEY
14342 NBI No.
14342 On Under
1 Structure No.
2628 1192 X Control No.
028 Lane Ind.
Milepoint
11920 Facility Carried
S.H. 37 Feature Intersected
WORLEY CREEK Division
07 County
051 Location
3.5 MI E SH92 Sufficiency
52.8 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
63.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
10100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
6 Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
51.801 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
8 Structure Rating
4 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16160 Future ADT Year
2042 Bypass Detour
47.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14342 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 10ft.X 104ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2628 1192 X H Index
99.0783 Latitude
35:17:27.75 Longitude
-97:45:11.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
75-26 NBI Text
14342 Vault Link
http://plansrv1/bridgemaintvault/b14342 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.29104167 Longitude DD
-97.75311944 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14990 x
-10881827.4795148 y
4203503.2207507 |
|||||||||||||||||||||||||||||||||||||
| 14341 | 2004 1131 X | 14341 | Custer | I-40 | LITTLE DEEP CREEK | 2004 1131 X | (13ft.-17ft.-13ft.)X15ft.X240ft. RDY. R.C.B., SK. 35 DEG. R.F. | 1959 | 35.52056667 | -98.71945556 | 58.071 | 0 | — | 3 | 35 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14989 BRKEY
14341 NBI No.
14341 On Under
1 Structure No.
2004 1131 X Control No.
004 Lane Ind.
Milepoint
11310 Facility Carried
I-40 Feature Intersected
LITTLE DEEP CREEK Division
05 County
039 Location
0.4 MI E S.H. 54 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
23800 ADT Year
2022 Design Load
HS 20 Skew
35 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
24 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
58.071 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
38080 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14341 ODOT County
20 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
(13ft.-17ft.-13ft.)X15ft.X240ft. RDY. R.C.B., SK. 35 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 1131 X H Index
94.06 Latitude
35:31:14.04 Longitude
-98:43:10.04 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
14341 Vault Link
http://plansrv1/bridgemaintvault/b14341 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.52056667 Longitude DD
-98.71945556 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14989 x
-10989399.5243284 y
4234851.04166858 |
|||||||||||||||||||||||||||||||||||||
| 14522 | 0905R0114NX | 14522 | Canadian | I-40 | S. CANADIAN RIVER | 0905 0114NX | 60ft.-6(4-100ft. CONT.) | 1959 | 35.52762778 | -98.28809167 | 2529.856 | 32.999 | — | 24 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 52.8 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9100 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
14977 BRKEY
14522 NBI No.
14522 On Under
1 Structure No.
0905R0114NX Control No.
005 Lane Ind.
N Milepoint
01140 Facility Carried
I-40 Feature Intersected
S. CANADIAN RIVER Division
04 County
017 Location
1.1 MI. E. CADDO CL Sufficiency
52.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 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
1959 ADT Total
9100 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
24 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
2529.856 Deck Width
32.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
65.036 HS Inv. Rating Method
1 HS Inv. Method
39.022 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14560 Future ADT Year
2034 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14522 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-6(4-100ft. CONT.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0905 0114NX H Index
61.5675 Latitude
35:31:39.46 Longitude
-98:17:17.13 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14522 Vault Link
http://plansrv1/bridgemaintvault/b14522 GIS FO/SD
SD H Inv. Method
22.708 Latitude DD
35.52762778 Longitude DD
-98.28809167 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14977 x
-10941380.315747 y
4235816.84455549 |
|||||||||||||||||||||||||||||||||||||
| 14434 | 6029 0790 X | 14434 | Payne | CO. RD. E0630 | I-35 UNDER | 6029 0790 X | 30ft.-55ft.-55ft.-30ft. CONT.CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1959 | 36.101175 | -97.34544444 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14976 BRKEY
14434 NBI No.
14434 On Under
1 Structure No.
6029 0790 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0630 Feature Intersected
I-35 UNDER Division
04 County
119 Location
1.0 MI S OF JCT SH 51 Sufficiency
82.6 Kind Hwy
4 Level Service
1 Route No.
E0630 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.579 Underclearance Left
17.9 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.006 HS Inv. Rating Method
1 HS Inv. Method
24.582 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1701 Min Measured Clearance
1605 NBI Rating
14434 ODOT County
60 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. CONT.CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6029 0790 X H Index
91.3417 Latitude
36:06:04.23 Longitude
-97:20:43.6 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0630 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14434 Vault Link
http://plansrv1/bridgemaintvault/b14434 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
36.101175 Longitude DD
-97.34544444 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14976 x
-10836445.3061057 y
4314551.84125693 |
|||||||||||||||||||||||||||||||||||||
| 14433 | 5233 0698 X | 14433 | Noble | CO. RD. E0520 | I-35 UNDER | 5233 0698 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1959 | 36.2604 | -97.3269 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | 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 | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14975 BRKEY
14433 NBI No.
14433 On Under
1 Structure No.
5233 0698 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0520 Feature Intersected
I-35 UNDER Division
04 County
103 Location
1.0 MI S JCT US 77 Sufficiency
81.7 Kind Hwy
4 Level Service
1 Route No.
E0520 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.596 Underclearance Left
18.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
19.003 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1703 Min Measured Clearance
1608 NBI Rating
14433 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0698 X H Index
97.701 Latitude
36:15:37.44 Longitude
-97:19:36.84 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E052.0 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14433 Vault Link
http://plansrv1/bridgemaintvault/b14433 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.2604 Longitude DD
-97.3269 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14975 x
-10834380.9484879 y
4336511.42157563 |
|||||||||||||||||||||||||||||||||||||
| 14432 | 2002 0695 X | 14432 | Custer | PARKERSBURG RD. | I-40 UNDER | 2002 0695 X | 30ft.-55ft.-55ft.-30ft. CONC. SLAB SPANS | 1959 | 35.48027778 | -99.025 | 171.916 | 33.002 | — | 4 | 0 | 2 | 28.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 175 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14974 BRKEY
14432 NBI No.
14432 On Under
1 Structure No.
2002 0695 X Control No.
Lane Ind.
Milepoint
Facility Carried
PARKERSBURG RD. Feature Intersected
I-40 UNDER Division
05 County
039 Location
7.0 MI NE WASHITA C/L Sufficiency
96 Kind Hwy
4 Level Service
1 Route No.
N2231 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.002 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
1959 ADT Total
175 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
28.002 Ref. Underclearance Rt.
H Underclearance Right
8.799 Underclearance Left
14.301 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
33.002 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
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
280 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1711 Min Measured Clearance
1610 NBI Rating
14432 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONC. SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0695 X H Index
90.4403 Latitude
35:28:49 Longitude
-99:01:30 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
CO. RD. Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14432 Vault Link
http://plansrv1/bridgemaintvault/b14432 GIS FO/SD
FO H Inv. Method
26 Latitude DD
35.48027778 Longitude DD
-99.025 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14974 x
-11023412.5758039 y
4229342.04155785 |
|||||||||||||||||||||||||||||||||||||
| 14431 | 4230 0601 X | 14431 | Logan | CAMP RD. | I-35 UNDER | 4230 0601 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1959 | 35.81265556 | -97.4166 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.5 | 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 | 105 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14973 BRKEY
14431 NBI No.
14431 On Under
1 Structure No.
4230 0601 X Control No.
Lane Ind.
Milepoint
Facility Carried
CAMP RD. Feature Intersected
I-35 UNDER Division
04 County
083 Location
6 MI N OKLA C/L Sufficiency
89.5 Kind Hwy
4 Level Service
1 Route No.
E0830 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
1959 ADT Total
105 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.829 Underclearance Left
18.999 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
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
168 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
1702 Max Measured Clearance
1706 Min Measured Clearance
1704 NBI Rating
14431 ODOT County
42 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. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 0601 X H Index
93.5685 Latitude
35:48:45.56 Longitude
-97:24:59.76 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CAMP ROAD Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14431 Vault Link
http://plansrv1/bridgemaintvault/b14431 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.81265556 Longitude DD
-97.4166 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14973 x
-10844366.306812 y
4274873.59169628 |
|||||||||||||||||||||||||||||||||||||
| 14430 | 5233 0599 X | 14430 | Noble | CO. RD. E0530 | I-35 UNDER | 5233 0599 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1959 | 36.24623889 | -97.32648889 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.2 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14972 BRKEY
14430 NBI No.
14430 On Under
1 Structure No.
5233 0599 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0530 Feature Intersected
I-35 UNDER Division
04 County
103 Location
2.0 MI S JCT US 77 Sufficiency
76.2 Kind Hwy
4 Level Service
1 Route No.
E0530 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
1959 ADT Total
150 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.6 Underclearance Left
18.799 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.202 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 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
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
240 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1702 Min Measured Clearance
1611 NBI Rating
14430 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC. SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0599 X H Index
88.1085 Latitude
36:14:46.46 Longitude
-97:19:35.36 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E053.0 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14430 Vault Link
http://plansrv1/bridgemaintvault/b14430 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.24623889 Longitude DD
-97.32648889 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14972 x
-10834335.183932 y
4334556.57616486 |
|||||||||||||||||||||||||||||||||||||
| 14429 | 3625 0599 X | 14429 | Kay | CO. RD. E0230 | I-35 UNDER | 3625 0599 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1959 | 36.68080556 | -97.346125 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.2 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14971 BRKEY
14429 NBI No.
14429 On Under
1 Structure No.
3625 0599 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0230 Feature Intersected
I-35 UNDER Division
04 County
071 Location
1 MI S US60 JCT Sufficiency
81.2 Kind Hwy
4 Level Service
1 Route No.
00000 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
1959 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10.001 Underclearance Left
19.029 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.001 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
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 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
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 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
1601 Max Measured Clearance
1606 Min Measured Clearance
1604 NBI Rating
14429 ODOT County
36 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. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0599 X H Index
88.277 Latitude
36:40:50.9 Longitude
-97:20:46.05 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0230 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14429 Vault Link
http://plansrv1/bridgemaintvault/b14429 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.68080556 Longitude DD
-97.346125 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14971 x
-10836521.0656984 y
4394708.09804733 |
|||||||||||||||||||||||||||||||||||||
| 14340 | 6314 0954 X | 14340 | Pottawatomie | S.H. 9 A | CREEK | 6314 0954 X | (12ft.-14ft.-12ft.)X10ft.X44 | 1959 | 35.24980556 | -96.8246 | 59.055 | 46.001 | — | 3 | 45 | 2 | 23.999 | 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 | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14970 BRKEY
14340 NBI No.
14340 On Under
1 Structure No.
6314 0954 X Control No.
014 Lane Ind.
Milepoint
09540 Facility Carried
S.H. 9 A Feature Intersected
CREEK Division
03 County
125 Location
0.6 MI S JCT US 270 Sufficiency
80.2 Kind Hwy
3 Level Service
2 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
59.055 Deck Width
46.001 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
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14340 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
(12ft.-14ft.-12ft.)X10ft.X44 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6314 0954 X H Index
90.9543 Latitude
35:14:59.3 Longitude
-96:49:28.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9A Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
14340 Vault Link
http://plansrv1/bridgemaintvault/b14340 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.24980556 Longitude DD
-96.8246 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14970 x
-10778465.1682624 y
4197880.75403737 |
|||||||||||||||||||||||||||||||||||||
| 14339 | 1916 0844 X | 14339 | Creek | S.H. 16 | EAST SPRING CREEK | 1916 0844 X | 13ft.-17ft.-13ft.X10ft.X70ft. | 1959 | 35.90112778 | -96.53516667 | 54.134 | 0 | — | 3 | 60 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14969 BRKEY
14339 NBI No.
14339 On Under
1 Structure No.
1916 0844 X Control No.
016 Lane Ind.
Milepoint
08440 Facility Carried
S.H. 16 Feature Intersected
EAST SPRING CREEK Division
08 County
037 Location
8.3 MI S E JCT SH 33 Sufficiency
86.8 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
29.856 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1600 Future ADT Year
2042 Bypass Detour
24.854848 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
14339 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13ft.-17ft.-13ft.X10ft.X70ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1916 0844 X H Index
71.9278 Latitude
35:54:04.06 Longitude
-96:32:06.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14339 Vault Link
http://plansrv1/bridgemaintvault/b14339 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.90112778 Longitude DD
-96.53516667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14969 x
-10746245.5973482 y
4287025.22164438 |
|||||||||||||||||||||||||||||||||||||
| 14338 | 7125 0797 X | 14338 | Tillman | S.H. 54 | CREEK | 7125 0797 X | (12ft.-14ft.-12ft.)x10ft.x95ft. R.C.B., SK. 45 DEG. L.F. W/ CONC. RAIL | 1959 | 34.3628 | -98.87121389 | 59.055 | 95 | — | 3 | 45 | 2 | 95 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.3 | 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 | 280 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14968 BRKEY
14338 NBI No.
14338 On Under
1 Structure No.
7125 0797 X Control No.
025 Lane Ind.
Milepoint
07970 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
141 Location
8.0 MI N JCT U.S. 70 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
280 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
95 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
59.055 Deck Width
95 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
50.706 HS Inv. Rating Method
3 HS Inv. Method
39.132 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
448 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14338 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)x10ft.x95ft. R.C.B., SK. 45 DEG. L.F. W/ CONC. RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7125 0797 X H Index
67 Latitude
34:21:46.08 Longitude
-98:52:16.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14338 Vault Link
http://plansrv1/bridgemaintvault/b14338 GIS FO/SD
Meets Standards H Inv. Method
21.716 Latitude DD
34.3628 Longitude DD
-98.87121389 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14968 x
-11006293.1843476 y
4077621.85845249 |
|||||||||||||||||||||||||||||||||||||
| 14335 | 4405 2129 X | 14335 | McClain | I-35 | CREEK | 4405 2129 X | 3-10ft.X 10ft.X 108ft. RDY | 1959 | 35.13401944 | -97.45883889 | 47.9 | 38 | — | 3 | 45 | 4 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | 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 | 36300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14965 BRKEY
14335 NBI No.
14335 On Under
1 Structure No.
4405 2129 X Control No.
005 Lane Ind.
Milepoint
21290 Facility Carried
I-35 Feature Intersected
CREEK Division
03 County
087 Location
4.4 MI S CLEV. C/L Sufficiency
66 Kind Hwy
1 Level Service
1 Route No.
00035 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
1959 ADT Total
36300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
38 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
6 Culv. Rating
6 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
99.97 HS Inv. Rating Method
1 HS Inv. Method
68.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
58080 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14335 ODOT County
44 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
3-10ft.X 10ft.X 108ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 2129 X H Index
97.984 Latitude
35:08:02.47 Longitude
-97:27:31.82 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14335 Vault Link
http://plansrv1/bridgemaintvault/b14335 GIS FO/SD
FO H Inv. Method
38.76 Latitude DD
35.13401944 Longitude DD
-97.45883889 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14965 x
-10849068.3185385 y
4182108.79834558 |
|||||||||||||||||||||||||||||||||||||
| 14521 | 0905R0114SX | 14521 | Canadian | I-40 | S. CANADIAN RIVER | 0905 0114SX | 60ft.-6(4-100ft. CONT.) | 1959 | 35.52741944 | -98.28790556 | 2529.856 | 32.999 | — | 24 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.8 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 11950 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
14958 BRKEY
14521 NBI No.
14521 On Under
1 Structure No.
0905R0114SX Control No.
005 Lane Ind.
S Milepoint
01140 Facility Carried
I-40 Feature Intersected
S. CANADIAN RIVER Division
04 County
017 Location
1.1 MI. E. CADDO CL Sufficiency
52.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 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
1959 ADT Total
11950 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
24 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
2529.856 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
65.036 HS Inv. Rating Method
1 HS Inv. Method
39.022 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19120 Future ADT Year
2034 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14521 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-6(4-100ft. CONT.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0905 0114SX H Index
61.1975 Latitude
35:31:38.71 Longitude
-98:17:16.46 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14521 Vault Link
http://plansrv1/bridgemaintvault/b14521 GIS FO/SD
SD H Inv. Method
22.708 Latitude DD
35.52741944 Longitude DD
-98.28790556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14958 x
-10941359.5980766 y
4235788.34705798 |
|||||||||||||||||||||||||||||||||||||
| 14520 | 6212R0000 X | 14520 | Pontotoc | S.H. 3W | S. CANADIAN RIVER | 6212 0000 X | (2-75ft. CONT.) & 3(4-100ft. CONT.) I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1959 | 34.96626389 | -96.929825 | 1355.971 | 31.001 | — | 14 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.1 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4800 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
14957 BRKEY
14520 NBI No.
14520 On Under
1 Structure No.
6212R0000 X Control No.
012 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 3W Feature Intersected
S. CANADIAN RIVER Division
03 County
123 Location
POTT-PONTOTOC-MAC CO Sufficiency
34.1 Kind Hwy
3 Level Service
1 Route No.
0003W Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1959 ADT Total
4800 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
14 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
1355.971 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.7 HS Inv. Rating Method
1 HS Inv. Method
32.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7680 Future ADT Year
2032 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14520 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(2-75ft. CONT.) & 3(4-100ft. CONT.) I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6212 0000 X H Index
41.7667 Latitude
34:57:58.55 Longitude
-96:55:47.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3W Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14520 Vault Link
http://plansrv1/bridgemaintvault/b14520 GIS FO/SD
SD H Inv. Method
21.6 Latitude DD
34.96626389 Longitude DD
-96.929825 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14957 x
-10790178.7616811 y
4159297.48603152 |
|||||||||||||||||||||||||||||||||||||
| 14519 | 7297 0148 X | 14519 | Tulsa | S.H. 151 | KEYSTONE LAKE SPILLWAY | 7297 0148 X | 18-48FT. SPANS SPILLWAY BRIDGE | 1964 | 36.14814722 | -96.25404722 | 864 | 36.001 | — | 18 | 0 | 2 | 28 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete precast panels (2) | Open, no restriction (A) | 71.8 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 70 - Corps of Engineers (Civil) | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | M | 7400 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
14956 BRKEY
14519 NBI No.
14519 On Under
1 Structure No.
7297 0148 X Control No.
097 Lane Ind.
Milepoint
01480 Facility Carried
S.H. 151 Feature Intersected
KEYSTONE LAKE SPILLWAY Division
08 County
143 Location
1.4 MI N JCT SH 51 Sufficiency
71.8 Kind Hwy
3 Level Service
1 Route No.
00151 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
M Owner
70 - Corps of Engineers (Civil) Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
7400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
18 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
2 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
28 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
864 Deck Width
36.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.5 HS Inv. Rating Method
3 HS Inv. Method
0 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9000 Future ADT Year
2042 Bypass Detour
12.999967 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
14519 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
9 Lft. Curb SW
2.3 Rt. Curb SW
2.3 Description
18-48FT. SPANS SPILLWAY BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7297 0148 X H Index
84.6519 Latitude
36:08:53.33 Longitude
-96:15:14.57 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 151 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
001 NBI Text
14519 Vault Link
http://plansrv1/bridgemaintvault/b14519 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.14814722 Longitude DD
-96.25404722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14956 x
-10714951.5233221 y
4321025.39519521 |
|||||||||||||||||||||||||||||||||||||
| 14518 | 4230 1874WX | 14518 | Logan | I-35 S.B. | CIMARRON RIVER | 4230 1874WX | 2(4-100ft. CONT.) I-BM | 1959 | 35.98456944 | -97.35343056 | 803 | 42 | — | 8 | 30 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14955 BRKEY
14518 NBI No.
14518 On Under
1 Structure No.
4230 1874WX Control No.
030 Lane Ind.
W Milepoint
18740 Facility Carried
I-35 S.B. Feature Intersected
CIMARRON RIVER Division
04 County
083 Location
LOGAN-PAYNE C/L Sufficiency
78.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
1959 ADT Total
9150 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
8 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
803 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14640 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14518 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT.) I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 1874WX H Index
73.3986 Latitude
35:59:04.45 Longitude
-97:21:12.35 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14518 Vault Link
http://plansrv1/bridgemaintvault/b14518 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.98456944 Longitude DD
-97.35343056 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14955 x
-10837334.3169175 y
4298498.35845526 |
|||||||||||||||||||||||||||||||||||||
| 14517 | 4230 1874EX | 14517 | Logan | I-35 N.B. | CIMARRON RIVER | 4230 1874EX | 2(4-100ft. CONT.) I-BM | 1959 | 35.9847 | -97.35303056 | 803 | 42 | — | 8 | 30 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14954 BRKEY
14517 NBI No.
14517 On Under
1 Structure No.
4230 1874EX Control No.
030 Lane Ind.
E Milepoint
18740 Facility Carried
I-35 N.B. Feature Intersected
CIMARRON RIVER Division
04 County
083 Location
LOGAN-PAYNE C/L Sufficiency
78.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
1959 ADT Total
9850 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
8 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
803 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14517 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT.) I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 1874EX H Index
92.025 Latitude
35:59:04.92 Longitude
-97:21:10.91 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14517 Vault Link
http://plansrv1/bridgemaintvault/b14517 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.9847 Longitude DD
-97.35303056 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14954 x
-10837289.7891212 y
4298516.31981097 |
|||||||||||||||||||||||||||||||||||||
| 14516 | 2502R0295 X | 14516 | Garvin | U.S. 77 | WASHITA RIVER | 2502 0295 X | 210ft.HI TR 4-100PONYS | 1959 | 34.64641667 | -97.19459722 | 622.001 | 32.001 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.2 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 4900 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
14953 BRKEY
14516 NBI No.
14516 On Under
1 Structure No.
2502R0295 X Control No.
002 Lane Ind.
Milepoint
02950 Facility Carried
U.S. 77 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
2.7 MI N MURRAY C/L Sufficiency
35.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
4900 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
622.001 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.8 HS Inv. Rating Method
1 HS Inv. Method
31.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2036 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
165 Max Measured Clearance
1610 Min Measured Clearance
169 NBI Rating
14516 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
210ft.HI TR 4-100PONYS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2502 0295 X H Index
66.0197 Latitude
34:38:47.1 Longitude
-97:11:40.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14516 Vault Link
http://plansrv1/bridgemaintvault/b14516 GIS FO/SD
SD H Inv. Method
19.8 Latitude DD
34.64641667 Longitude DD
-97.19459722 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14953 x
-10819653.0703877 y
4115933.79644567 |
|||||||||||||||||||||||||||||||||||||
| 14428 | 5233 0498 X | 14428 | Noble | CO. RD. E0540 | I-35 UNDER | 5233 0498 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1959 | 36.23153889 | -97.32850833 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.2 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14952 BRKEY
14428 NBI No.
14428 On Under
1 Structure No.
5233 0498 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0540 Feature Intersected
I-35 UNDER Division
04 County
103 Location
3.0 MI S JCT US 77 Sufficiency
65.2 Kind Hwy
4 Level Service
1 Route No.
E0540 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
1959 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.596 Underclearance Left
19.298 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.999 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
6 Super Rating
6 Sub Rating
5 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
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1801 Min Measured Clearance
1610 NBI Rating
14428 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0498 X H Index
93.6473 Latitude
36:13:53.54 Longitude
-97:19:42.63 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. EO54.0 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14428 Vault Link
http://plansrv1/bridgemaintvault/b14428 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.23153889 Longitude DD
-97.32850833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14952 x
-10834559.9869645 y
4332527.71529008 |
|||||||||||||||||||||||||||||||||||||
| 14427 | 5233 0398 X | 14427 | Noble | CO. RD. E0550 | I-35 UNDER | 5233 0398 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1959 | 36.21703333 | -97.32837222 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14951 BRKEY
14427 NBI No.
14427 On Under
1 Structure No.
5233 0398 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0550 Feature Intersected
I-35 UNDER Division
04 County
103 Location
4.0 MI S JCT US 77 Sufficiency
81.7 Kind Hwy
4 Level Service
1 Route No.
E0550 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.4 Underclearance Left
18.599 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.701 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 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
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1610 Min Measured Clearance
1609 NBI Rating
14427 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 0398 X H Index
93.0268 Latitude
36:13:01.32 Longitude
-97:19:42.14 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E055.0 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14427 Vault Link
http://plansrv1/bridgemaintvault/b14427 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.21703333 Longitude DD
-97.32837222 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14951 x
-10834544.8352686 y
4330526.06442947 |
|||||||||||||||||||||||||||||||||||||
| 14426 | 5515R0355 X | 14426 | Oklahoma | SE 36TH ST. | I-35 UNDER | 5515R0355 X | 30ft.-55ft.-55ft.-30ft. CONC.RIDIGFRAME SPANS WITH 2-3ft. SIDEWALKS | 1959 | 35.42666667 | -97.485 | 171.916 | 59.8 | — | 4 | 0 | 4 | 52.001 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26.8 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
14950 BRKEY
14426 NBI No.
14426 On Under
1 Structure No.
5515R0355 X Control No.
Lane Ind.
Milepoint
Facility Carried
SE 36TH ST. Feature Intersected
I-35 UNDER Division
04 County
109 Location
3.6 MI N CLEVELAND CO Sufficiency
26.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
53.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1959 ADT Total
5500 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
52.001 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
171.916 Deck Width
59.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
25.022 HS Inv. Rating Method
2 HS Inv. Method
19.952 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
69000 Future ADT Year
2017 Bypass Detour
4.97097 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
14426 ODOT County
55 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
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
30ft.-55ft.-55ft.-30ft. CONC.RIDIGFRAME SPANS WITH 2-3ft. SIDEWALKS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5515R0355 X H Index
100 Latitude
35:25:36 Longitude
-97:29:06 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
SE 36TH ST. Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14426 Vault Link
http://plansrv1/bridgemaintvault/b14426 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.42666667 Longitude DD
-97.485 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
14950 x
-10851980.5599823 y
4222015.67464558 |
|||||||||||||||||||||||||||||||||||||
| 14425 | 3625 0298 X | 14425 | Kay | CO. RD. E0260 | I-35 UNDER | 3625 0298 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS | 1959 | 36.63723056 | -97.34610833 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14949 BRKEY
14425 NBI No.
14425 On Under
1 Structure No.
3625 0298 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0260 Feature Intersected
I-35 UNDER Division
04 County
071 Location
3.0 MI N NOBLE C/L Sufficiency
81.7 Kind Hwy
4 Level Service
1 Route No.
E0260 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
1959 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.298 Underclearance Left
18.901 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.49 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 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
1601 Min Measured Clearance
1510 NBI Rating
14425 ODOT County
36 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. CONT. CONC SLAB SPANS W/ 1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0298 X H Index
77.2348 Latitude
36:38:14.03 Longitude
-97:20:45.99 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0260 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14425 Vault Link
http://plansrv1/bridgemaintvault/b14425 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.63723056 Longitude DD
-97.34610833 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14949 x
-10836519.2100024 y
4388661.31481617 |
|||||||||||||||||||||||||||||||||||||
| 14424 | 6029 0292 X | 14424 | Payne | CO. RD. E0680 | I-35 UNDER | 6029 0292 X | 30ft.-55ft.-55ft.-30ft. CONT.CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS | 1959 | 36.02892778 | -97.34570556 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.6 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14948 BRKEY
14424 NBI No.
14424 On Under
1 Structure No.
6029 0292 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0680 Feature Intersected
I-35 UNDER Division
04 County
119 Location
6.0 MI S JCT SH 51 Sufficiency
82.6 Kind Hwy
4 Level Service
1 Route No.
E0680 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
1959 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
17.598 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
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.006 HS Inv. Rating Method
1 HS Inv. Method
24.582 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1608 Min Measured Clearance
1603 NBI Rating
14424 ODOT County
60 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. CONT.CONC.SLAB SPANS W/ 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6029 0292 X H Index
95.8364 Latitude
36:01:44.14 Longitude
-97:20:44.54 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0680 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14424 Vault Link
http://plansrv1/bridgemaintvault/b14424 GIS FO/SD
FO H Inv. Method
17.968 Latitude DD
36.02892778 Longitude DD
-97.34570556 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14948 x
-10836474.3738511 y
4304602.52035812 |
|||||||||||||||||||||||||||||||||||||
| 14423 | 4230 0200 X | 14423 | Logan | CHARTER OAK RD. | I-35 UNDER | 4230 0200 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1959 | 35.75427222 | -97.41656667 | 171.916 | 28.999 | — | 4 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14947 BRKEY
14423 NBI No.
14423 On Under
1 Structure No.
4230 0200 X Control No.
Lane Ind.
Milepoint
Facility Carried
CHARTER OAK RD. Feature Intersected
I-35 UNDER Division
04 County
083 Location
2 MI N OKLA. C/L Sufficiency
83.9 Kind Hwy
4 Level Service
1 Route No.
E0870 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
1959 ADT Total
450 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.498 Underclearance Left
19.4 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
0 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
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1710 Max Measured Clearance
1801 Min Measured Clearance
1602 NBI Rating
14423 ODOT County
42 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. CONT. CONC SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 0200 X H Index
94.0764 Latitude
35:45:15.38 Longitude
-97:24:59.64 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CHARTER OAK ROAD Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14423 Vault Link
http://plansrv1/bridgemaintvault/b14423 GIS FO/SD
FO H Inv. Method
14 Latitude DD
35.75427222 Longitude DD
-97.41656667 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14947 x
-10844362.5965334 y
4266862.07419053 |
|||||||||||||||||||||||||||||||||||||
| 14334 | 4516 2107 X | 14334 | McCurtain | U.S. 259 | CANYON CREEK | 4516 2107 X | (12ft. - 14ft. - 12ft.) X 12ft. X 75ft. LONG RCB | 1959 | 34.30800278 | -94.81749444 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14946 BRKEY
14334 NBI No.
14334 On Under
1 Structure No.
4516 2107 X Control No.
016 Lane Ind.
Milepoint
21070 Facility Carried
U.S. 259 Feature Intersected
CANYON CREEK Division
02 County
089 Location
21.1 N JCT US-70 Sufficiency
91.4 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1959 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14334 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 12ft. X 75ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4516 2107 X H Index
99.7066 Latitude
34:18:28.81 Longitude
-94:49:02.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
57 NBI Text
14334 Vault Link
http://plansrv1/bridgemaintvault/b14334 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.30800278 Longitude DD
-94.81749444 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14946 x
-10555035.1993548 y
4070234.63539206 |
|||||||||||||||||||||||||||||||||||||
| 14333 | 3826 1467 X | 14333 | Kiowa | S.H. 54 | GLEN CREEK | 3826 1467 X | (12ft.-14ft.-12ft.) X 11ft. X 32ft. RDY. R.C.B. W/ HANDRAILS | 1959 | 34.84568056 | -98.86128889 | 41.995 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 460 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14945 BRKEY
14333 NBI No.
14333 On Under
1 Structure No.
3826 1467 X Control No.
026 Lane Ind.
Milepoint
14670 Facility Carried
S.H. 54 Feature Intersected
GLEN CREEK Division
05 County
075 Location
14.6 MI N U.S. 62 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
460 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
34.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.824 HS Inv. Rating Method
3 HS Inv. Method
38.471 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
736 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14333 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 11ft. X 32ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3826 1467 X H Index
68.5451 Latitude
34:50:44.45 Longitude
-98:51:40.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14333 Vault Link
http://plansrv1/bridgemaintvault/b14333 GIS FO/SD
Meets Standards H Inv. Method
21.054 Latitude DD
34.84568056 Longitude DD
-98.86128889 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14945 x
-11005188.3384015 y
4142929.47371524 |
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| 14332 | 2720 1304 X | 14332 | Grant | S.H. 132 | CREEK | 2720 1304 X | (10.25ft., 2-12.5ft., 10.25ft.) X 4ft. X 34ft. RCB W/ LOW-WALL TYPE HANDRAILS | 1959 | 36.84451389 | -98.03769722 | 47.999 | 36.001 | — | 4 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14944 BRKEY
14332 NBI No.
14332 On Under
1 Structure No.
2720 1304 X Control No.
020 Lane Ind.
Milepoint
13040 Facility Carried
S.H. 132 Feature Intersected
CREEK Division
04 County
053 Location
2.3 MI N JCT SH 11 Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.999 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
800 Future ADT Year
2042 Bypass Detour
30.999922 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
14332 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft., 2-12.5ft., 10.25ft.) X 4ft. X 34ft. RCB W/ LOW-WALL TYPE HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2720 1304 X H Index
89.9182 Latitude
36:50:40.25 Longitude
-98:02:15.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 132 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14332 Vault Link
http://plansrv1/bridgemaintvault/b14332 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.84451389 Longitude DD
-98.03769722 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14944 x
-10913506.5330755 y
4417456.13187646 |
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| 14331 | 4230 1264 X | 14331 | Logan | I-35 | PIN CREEK | 4230 1264 X | (12ft.-14ft.-12ft.) X 14ft. X 176ft. R.C.BOX SK. 60 DEG. LF | 1959 | 35.90314444 | -97.39376944 | 46.499 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 18300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14943 BRKEY
14331 NBI No.
14331 On Under
1 Structure No.
4230 1264 X Control No.
030 Lane Ind.
Milepoint
12640 Facility Carried
I-35 Feature Intersected
PIN CREEK Division
04 County
083 Location
12.7 MI N OKLA. C/L Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
64.997 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
1959 ADT Total
18300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
46.499 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29280 Future ADT Year
2042 Bypass Detour
21.747992 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14331 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 14ft. X 176ft. R.C.BOX SK. 60 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4230 1264 X H Index
98.0325 Latitude
35:54:11.32 Longitude
-97:23:37.57 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14331 Vault Link
http://plansrv1/bridgemaintvault/b14331 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.90314444 Longitude DD
-97.39376944 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14943 x
-10841824.8204983 y
4287302.36742556 |