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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 13678 | 3910 0232 X | 13678 | Latimer | S.H. 2 | FOURCHE MALINE CREEK | 3910 0232 X | (64ft.-80ft.-64ft. CONT.) | 1956 | 34.94269167 | -95.34116944 | 391 | 30 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.8 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14199 BRKEY
13678 NBI No.
13678 On Under
1 Structure No.
3910 0232 X Control No.
010 Lane Ind.
Milepoint
02320 Facility Carried
S.H. 2 Feature Intersected
FOURCHE MALINE CREEK Division
02 County
077 Location
2.3 MI N JCT US270 Sufficiency
64.8 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
391 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13678 ODOT County
39 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 Rt. Curb SW
1 Description
(64ft.-80ft.-64ft. CONT.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3910 0232 X H Index
65.4238 Latitude
34:56:33.69 Longitude
-95:20:28.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
031 NBI Text
13678 Vault Link
http://plansrv1/bridgemaintvault/b13678 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.94269167 Longitude DD
-95.34116944 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14199 x
-10613330.433696 y
4156095.89555591 |
|||||||||||||||||||||||||||||||||||||
| 13677 | 5147 0292SX | 13677 | Muskogee | U.S. 62 EB | UP R.R. UNDER | 5147 0292SX | 7-53ft. I-BM. SPANS SK. 45 DEG. | 1956 | 35.77031389 | -95.35029167 | 375 | 33 | — | 7 | 45 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 12500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14198 BRKEY
13677 NBI No.
13677 On Under
1 Structure No.
5147 0292SX Control No.
047 Lane Ind.
S Milepoint
02920 Facility Carried
U.S. 62 EB Feature Intersected
UP R.R. UNDER Division
01 County
101 Location
3.2 MI E JCT US 69 Sufficiency
80 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1956 ADT Total
12500 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
7 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
15.7 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
375 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
2204 Min Measured Clearance
2202 NBI Rating
13677 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-53ft. I-BM. SPANS SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5147 0292SX H Index
87.1813 Latitude
35:46:13.13 Longitude
-95:21:01.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13677 Vault Link
http://plansrv1/bridgemaintvault/b13677 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.77031389 Longitude DD
-95.35029167 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14198 x
-10614345.9156945 y
4269062.76875789 |
|||||||||||||||||||||||||||||||||||||
| 13676 | 6810 2052NX | 13676 | Sequoyah | U.S. 64 EB | GENERAL O'FLOW | 6810 2052NX | (7) 40ft. I-BEAM | 1956 | 35.40404167 | -94.45049444 | 281.001 | 31.001 | — | 7 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.5 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 11350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14197 BRKEY
13676 NBI No.
13676 On Under
1 Structure No.
6810 2052NX Control No.
010 Lane Ind.
N Milepoint
20520 Facility Carried
U.S. 64 EB Feature Intersected
GENERAL O'FLOW Division
01 County
135 Location
0.1 W JCT US-64D Sufficiency
76.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1956 ADT Total
11350 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
281.001 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.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.86 HS Inv. Rating Method
1 HS Inv. Method
30.45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13676 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(7) 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 2052NX H Index
86.5583 Latitude
35:24:14.55 Longitude
-94:27:01.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-2052N NBI Text
13676 Vault Link
http://plansrv1/bridgemaintvault/b13676 GIS FO/SD
FO H Inv. Method
21.71 Latitude DD
35.40404167 Longitude DD
-94.45049444 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14197 x
-10514180.9462337 y
4218925.25942454 |
|||||||||||||||||||||||||||||||||||||
| 13873 | 1801T1138 X | 13873 | Craig | WILL ROGERS TPI-44 | U.S. 60 UNDER | 1801T1136 X | 36ft.,2-45ft.,36ft. I-BM S | 1957 | 36.62976111 | -95.13668889 | 164.042 | 102.999 | — | 4 | 17 | 6 | 87.5 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14190 BRKEY
13873 NBI No.
13873 On Under
1 Structure No.
1801T1138 X Control No.
001 Lane Ind.
Milepoint
11380 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
U.S. 60 UNDER Division
08 County
035 Location
6.5 MI E JCT SH 66 Sufficiency
81.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
44.199 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
19900 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
4 Road Width
87.5 Ref. Underclearance Rt.
H Underclearance Right
7.201 Underclearance Left
9.003 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
102.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
103 HS Inv. Rating Method
1 HS Inv. Method
61.8 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
31840 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1605 Min Measured Clearance
1509 NBI Rating
13873 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,2-45ft.,36ft. I-BM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1136 X H Index
86.0321 Latitude
36:37:47.14 Longitude
-95:08:12.08 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
WILL ROGERS TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48.04 NBI Text
13873 Vault Link
http://plansrv1/bridgemaintvault/b13873 GIS FO/SD
Meets Standards H Inv. Method
46.1 Latitude DD
36.62976111 Longitude DD
-95.13668889 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14190 x
-10590567.7629929 y
4387625.14319789 |
|||||||||||||||||||||||||||||||||||||
| 13872 | 1801T1223 X | 13872 | Craig | CO. RD. N4420 | WILL ROGERS TP I-44 UND | 1801T1220 X | 36ft.,2-45ft.,36ft. I-BM S | 1957 | 36.638175 | -95.125225 | 164.042 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14189 BRKEY
13872 NBI No.
13872 On Under
1 Structure No.
1801T1223 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4420 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
44.88 MI.NE OF TP.GATE Sufficiency
83.7 Kind Hwy
4 Level Service
1 Route No.
1820C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
21.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 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
47.8 HS Inv. Rating Method
1 HS Inv. Method
28.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1509 Min Measured Clearance
1509 NBI Rating
13872 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,2-45ft.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1220 X H Index
89.0087 Latitude
36:38:17.43 Longitude
-95:07:30.81 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4420 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48.88 NBI Text
13872 Vault Link
http://plansrv1/bridgemaintvault/b13872 GIS FO/SD
FO H Inv. Method
21.3 Latitude DD
36.638175 Longitude DD
-95.125225 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14189 x
-10589291.6085956 y
4388792.33588947 |
|||||||||||||||||||||||||||||||||||||
| 13871 | 5801R1360 X | 13871 | Ottawa | S.H. 125 | WILL ROGERS TP I-44 UND | 5801T1360 X | 33ft.,2-42ft.,33ft. I-BM. | 1957 | 36.66 | -94.853333 | 166.995 | 27.001 | — | 4 | 21 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.4 | Critical (2) | Good (7) | Good (7) | Good (7) | Not applicable (N) | NO VALUE GIVEN | NO VALUE GIVEN | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 14230 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
14188 BRKEY
13871 NBI No.
13871 On Under
1 Structure No.
5801R1360 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 125 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
6.8 MI N US60 Sufficiency
45.4 Kind Hwy
3 Level Service
1 Route No.
00125 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
W Owner
NO VALUE GIVEN Custodian
NO VALUE GIVEN Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
14230 ADT Year
2002 Design Load
H 15 Skew
21 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
99 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
166.995 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
6 Bridge Posting
1 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
136 HS Inv. Rating Method
2 HS Inv. Method
146 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
22768 Future ADT Year
2022 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
100 Posted Speed Limit
99 Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
1505 Max Measured Clearance
1507 Min Measured Clearance
1506 NBI Rating
13871 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.,2-42ft.,33ft. I-BM. Route Flag
Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1360 X H Index
95.7922 Latitude
36:39:36 Longitude
-94:51:12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
3 I263
1 Roadway Name
S.H. 125 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
123456789 NBI Text
13871 Vault Link
http://plansrv1/bridgemaintvault/b13871 GIS FO/SD
FO H Inv. Method
160 Latitude DD
36.66 Longitude DD
-94.853333 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14188 x
-10559024.7296048 y
4391820.54057892 |
|||||||||||||||||||||||||||||||||||||
| 13870 | 1801T0640 X | 13870 | Craig | WILL ROGERS TPI-44 | WHITE OAK CREEK | 1801T0640 X | 51ft.,60ft.,51ft. I-BM SPA | 1957 | 36.58305556 | -95.202675 | 164.042 | 77.001 | — | 3 | 20 | 4 | 73.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14187 BRKEY
13870 NBI No.
13870 On Under
1 Structure No.
1801T0640 X Control No.
001 Lane Ind.
Milepoint
06400 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
WHITE OAK CREEK Division
08 County
035 Location
42.99 MI.NE OF TP GATE Sufficiency
91 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
73.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
19700 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
73.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
77.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.2 HS Inv. Rating Method
1 HS Inv. Method
59.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31520 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13870 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
51ft.,60ft.,51ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0640 X H Index
92.1238 Latitude
36:34:59 Longitude
-95:12:09.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
42.99 NBI Text
13870 Vault Link
http://plansrv1/bridgemaintvault/b13870 GIS FO/SD
Meets Standards H Inv. Method
47.5 Latitude DD
36.58305556 Longitude DD
-95.202675 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14187 x
-10597913.3031575 y
4381148.36553965 |
|||||||||||||||||||||||||||||||||||||
| 13869 | 5801T2670 X | 13869 | Ottawa | CO. RD. N4655 | WILL ROGERS TP I-44 UND | 5801T2670 X | 34ft., 3-45ft. I-BEAM SPANS | 1957 | 36.94883611 | -94.67739167 | 168.963 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14186 BRKEY
13869 NBI No.
13869 On Under
1 Structure No.
5801T2670 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4655 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
83.90 MI NE OF TP GATE Sufficiency
85.9 Kind Hwy
4 Level Service
1 Route No.
5844C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
168.963 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
63.1 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1604 Min Measured Clearance
1506 NBI Rating
13869 ODOT County
58 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft., 3-45ft. I-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2670 X H Index
90.8768 Latitude
36:56:55.81 Longitude
-94:40:38.61 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4655 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
83.90 NBI Text
13869 Vault Link
http://plansrv1/bridgemaintvault/b13869 GIS FO/SD
FO H Inv. Method
29.5 Latitude DD
36.94883611 Longitude DD
-94.67739167 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14186 x
-10539439.0303397 y
4431977.59822671 |
|||||||||||||||||||||||||||||||||||||
| 13868 | 1801T0550 X | 13868 | Craig | CO. RD. EW031 | WILL ROGERS TP I-44 UND | 1801T0550 X | 33ft.-55ft.-43ft.-33ft. I-BM | 1957 | 36.56836944 | -95.21267778 | 166.01 | 21.699 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.8 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14185 BRKEY
13868 NBI No.
13868 On Under
1 Structure No.
1801T0550 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. EW031 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
41.81 MI NE OF TP GATE Sufficiency
78.8 Kind Hwy
4 Level Service
1 Route No.
1824C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
166.01 Deck Width
21.699 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45.2 HS Inv. Rating Method
1 HS Inv. Method
27.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1508 Min Measured Clearance
1508 NBI Rating
13868 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.-55ft.-43ft.-33ft. I-BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0550 X H Index
84.7988 Latitude
36:34:06.13 Longitude
-95:12:45.64 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. EW031 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
41.81 NBI Text
13868 Vault Link
http://plansrv1/bridgemaintvault/b13868 GIS FO/SD
FO H Inv. Method
22.4 Latitude DD
36.56836944 Longitude DD
-95.21267778 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14185 x
-10599026.8075336 y
4379112.61383344 |
|||||||||||||||||||||||||||||||||||||
| 13675 | 6630T1210 X | 13675 | Rogers | WILL ROGERS TPI-44 | S.H. 88 & UP R.R. UNDER | 6630T1210 X | 50ft.,2-80ft.,50ft. CONT. | 1956 | 36.29616389 | -95.60233611 | 259.843 | 77.001 | — | 4 | 9 | 4 | 73.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14178 BRKEY
13675 NBI No.
13675 On Under
1 Structure No.
6630T1210 X Control No.
030 Lane Ind.
Milepoint
12100 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
S.H. 88 & UP R.R. UNDER Division
08 County
131 Location
1.4 MI S JCT. SH 66 Sufficiency
71 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
73.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1956 ADT Total
23500 ADT Year
2022 Design Load
HS 20 Skew
9 No. Main Spans
4 Road Width
73.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
259.843 Deck Width
77.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.3 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
37600 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2500 Max Measured Clearance
2508 Min Measured Clearance
2503 NBI Rating
13675 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,2-80ft.,50ft. CONT. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T1210 X H Index
83.7204 Latitude
36:17:46.19 Longitude
-95:36:08.41 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
WILL ROGERS TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.67 NBI Text
13675 Vault Link
http://plansrv1/bridgemaintvault/b13675 GIS FO/SD
Meets Standards H Inv. Method
24.9 Latitude DD
36.29616389 Longitude DD
-95.60233611 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14178 x
-10642403.3744126 y
4341449.96301336 |
|||||||||||||||||||||||||||||||||||||
| 13673 | 4941T0320 X | 13673 | Mayes | CO. RD. N4270 | WILL ROGERS TP I-44 UND | 4941T0320 X | 63ft.,2-61ft.,45ft. I-BM S | 1956 | 36.41634444 | -95.40100278 | 231.955 | 29.701 | — | 4 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14176 BRKEY
13673 NBI No.
13673 On Under
1 Structure No.
4941T0320 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4270 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
7 MI W 1.4 S ADAIR CO Sufficiency
81.8 Kind Hwy
4 Level Service
1 Route No.
04918 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
231.955 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
58.643 HS Inv. Rating Method
1 HS Inv. Method
35.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1604 Min Measured Clearance
1500 NBI Rating
13673 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
63ft.,2-61ft.,45ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T0320 X H Index
86.4372 Latitude
36:24:58.84 Longitude
-95:24:03.61 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27.10 NBI Text
13673 Vault Link
http://plansrv1/bridgemaintvault/b13673 GIS FO/SD
FO H Inv. Method
27.558 Latitude DD
36.41634444 Longitude DD
-95.40100278 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14176 x
-10619991.0506373 y
4358061.99318831 |
|||||||||||||||||||||||||||||||||||||
| 13672 | 6810 1852NX | 13672 | Sequoyah | U.S. 64 WB | GENERAL O'FLOW | 6810 1852NX | (5) 40ft. WF BEAM | 1956 | 35.40507778 | -94.48590278 | 201.001 | 31.001 | — | 5 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.8 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 11150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14175 BRKEY
13672 NBI No.
13672 On Under
1 Structure No.
6810 1852NX Control No.
010 Lane Ind.
N Milepoint
18520 Facility Carried
U.S. 64 WB Feature Intersected
GENERAL O'FLOW Division
01 County
135 Location
2.2 E JCT I-40 Sufficiency
74.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
11150 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
201.001 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.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
28.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13672 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(5) 40ft. WF BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1852NX H Index
74.8005 Latitude
35:24:18.28 Longitude
-94:29:09.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-1852N NBI Text
13672 Vault Link
http://plansrv1/bridgemaintvault/b13672 GIS FO/SD
FO H Inv. Method
20.2 Latitude DD
35.40507778 Longitude DD
-94.48590278 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14175 x
-10518122.5846123 y
4219066.7657774 |
|||||||||||||||||||||||||||||||||||||
| 13671 | 1514 0144 X | 13671 | Coal | S.H. 43 | MUDDY BOGGY CREEK O'FLOW | 1514 0144 X | 5-40ft. I-BM SPANS | 1956 | 34.532514 | -96.191761 | 202.1 | 32 | — | 5 | 30 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | 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) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14174 BRKEY
13671 NBI No.
13671 On Under
1 Structure No.
1514 0144 X Control No.
014 Lane Ind.
Milepoint
01440 Facility Carried
S.H. 43 Feature Intersected
MUDDY BOGGY CREEK O'FLOW Division
03 County
029 Location
1.5 MI E US75 Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
202.1 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13671 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1514 0144 X H Index
82.7516 Latitude
34:31:57.05 Longitude
-96:11:30.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13671 Vault Link
http://plansrv1/bridgemaintvault/b13671 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.532514 Longitude DD
-96.191761 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14174 x
-10708017.8530283 y
4100531.75138294 |
|||||||||||||||||||||||||||||||||||||
| 13670 | 3142R0597 X | 13670 | Haskell | S.H. 2 | BEAVER CREEK | 3142 0597 X | 80FT PONY TRUSS/W | 1956 | 35.12280278 | -95.26359722 | 189.961 | 30 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
14173 BRKEY
13670 NBI No.
13670 On Under
1 Structure No.
3142R0597 X Control No.
042 Lane Ind.
Milepoint
05970 Facility Carried
S.H. 2 Feature Intersected
BEAVER CREEK Division
01 County
061 Location
1.3 MI W JCT SH31(KINTA) Sufficiency
50 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
1900 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
189.961 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36.4 HS Inv. Rating Method
2 HS Inv. Method
20.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2034 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13670 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80FT PONY TRUSS/W Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3142 0597 X H Index
72.5462 Latitude
35:07:22.09 Longitude
-95:15:48.95 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13670 Vault Link
http://plansrv1/bridgemaintvault/b13670 GIS FO/SD
Meets Standards H Inv. Method
14.6 Latitude DD
35.12280278 Longitude DD
-95.26359722 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14173 x
-10604695.1336659 y
4180582.09936537 |
|||||||||||||||||||||||||||||||||||||
| 13577 | 2228 1865 X | 13577 | Dewey | S.H. 47 | CREEK | 2228 1865 X | 2-10ft.X10ft.X76ft. RDY. R.C.B. | 1956 | 35.82671667 | -99.03323889 | 27.887 | 78.002 | — | 2 | 0 | 2 | 76.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14170 BRKEY
13577 NBI No.
13577 On Under
1 Structure No.
2228 1865 X Control No.
028 Lane Ind.
Milepoint
18650 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
043 Location
18.6 MI E JCT S.H. 34 Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
76.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
390 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
76.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.887 Deck Width
78.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.94 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
624 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13577 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X76ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2228 1865 X H Index
96.7 Latitude
35:49:36.18 Longitude
-99:01:59.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13577 Vault Link
http://plansrv1/bridgemaintvault/b13577 GIS FO/SD
Meets Standards H Inv. Method
90.69 Latitude DD
35.82671667 Longitude DD
-99.03323889 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14170 x
-11024329.7248434 y
4276803.9745408 |
|||||||||||||||||||||||||||||||||||||
| 13576 | 5801T1110 X | 13576 | Ottawa | WILL ROGERS TPI-44 | CREEK | 5801T1110 X | 2-12ft.X 8ft.X126ft. RC BOX SK 30 RF | 1956 | 36.80898889 | -94.87632778 | 28.901 | 127.999 | — | 2 | 30 | 4 | 126.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 18400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14169 BRKEY
13576 NBI No.
13576 On Under
1 Structure No.
5801T1110 X Control No.
001 Lane Ind.
Milepoint
11100 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
115 Location
68.20 MI NE OF TP GATE Sufficiency
82 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1956 ADT Total
18400 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
2 Road Width
126.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
28.901 Deck Width
127.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
29440 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13576 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 8ft.X126ft. RC BOX SK 30 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1110 X H Index
98.68 Latitude
36:48:32.36 Longitude
-94:52:34.78 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68.20 NBI Text
13576 Vault Link
http://plansrv1/bridgemaintvault/b13576 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.80898889 Longitude DD
-94.87632778 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14169 x
-10561584.4968053 y
4412515.63947632 |
|||||||||||||||||||||||||||||||||||||
| 13575 | 3610 1035 X | 13575 | Kay | U.S. 77 | CREEK | 3610 1035 X | 2-10ft. X 4ft. X 108ft. R.C. BOX SK. 60 DEG. RF W/ B.C. RAILS | 1956 | 36.82881111 | -97.06721667 | 23.976 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14168 BRKEY
13575 NBI No.
13575 On Under
1 Structure No.
3610 1035 X Control No.
010 Lane Ind.
Milepoint
10350 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
071 Location
10.3 MI N JCT US 60 Sufficiency
64.5 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1956 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
23.976 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.5 HS Inv. Rating Method
1 HS Inv. Method
27.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13575 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
2-10ft. X 4ft. X 108ft. R.C. BOX SK. 60 DEG. RF W/ B.C. RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3610 1035 X H Index
65.4073 Latitude
36:49:43.72 Longitude
-97:04:01.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13575 Vault Link
http://plansrv1/bridgemaintvault/b13575 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
36.82881111 Longitude DD
-97.06721667 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14168 x
-10805473.1324247 y
4415272.04983084 |
|||||||||||||||||||||||||||||||||||||
| 13574 | 4608 0864 X | 13574 | McIntosh | U.S. 266 | CREEK | 4608 0864 X | (2) 10ft. X 6ft. X 46ft. LONG RCB | 1956 | 35.46420833 | -95.3711 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 990 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14167 BRKEY
13574 NBI No.
13574 On Under
1 Structure No.
4608 0864 X Control No.
008 Lane Ind.
Milepoint
08640 Facility Carried
U.S. 266 Feature Intersected
CREEK Division
01 County
091 Location
1.0 W JCT I-40 Sufficiency
90.8 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
990 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.5 HS Inv. Rating Method
1 HS Inv. Method
27.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1584 Future ADT Year
2042 Bypass Detour
13.048795 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13574 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 6ft. X 46ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4608 0864 X H Index
98.6062 Latitude
35:27:51.15 Longitude
-95:22:15.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 266 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08-0864 NBI Text
13574 Vault Link
http://plansrv1/bridgemaintvault/b13574 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
35.46420833 Longitude DD
-95.3711 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14167 x
-10616662.2883944 y
4227145.51631946 |
|||||||||||||||||||||||||||||||||||||
| 13867 | 6906 0618SX | 13867 | Stephens | S.H. 7 | HELL CREEK | 6906 0618SX | 50ft.-60ft.-50ft. I-BM. SPANS SK30 DEG. | 1957 | 34.59432778 | -98.03306389 | 162.1 | 31.001 | — | 3 | 30 | 2 | 28.701 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14166 BRKEY
13867 NBI No.
13867 On Under
1 Structure No.
6906 0618SX Control No.
006 Lane Ind.
S Milepoint
06180 Facility Carried
S.H. 7 Feature Intersected
HELL CREEK Division
07 County
137 Location
6.2 MI E COMANCHE CO Sufficiency
80.9 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.701 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
4050 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
28.701 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.7 Span Type Main
M Material
3 - Steel Design
02 Length
162.1 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.2 HS Inv. Rating Method
1 HS Inv. Method
35.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6480 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Y Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13867 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. I-BM. SPANS SK30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6906 0618SX H Index
96.0716 Latitude
34:35:39.58 Longitude
-98:01:59.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14 NBI Text
13867 Vault Link
http://plansrv1/bridgemaintvault/b13867 GIS FO/SD
FO H Inv. Method
28.3 Latitude DD
34.59432778 Longitude DD
-98.03306389 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14166 x
-10912990.7531392 y
4108887.65885329 |
|||||||||||||||||||||||||||||||||||||
| 13866 | 6906 0576SX | 13866 | Stephens | S.H. 7 | LITTLE BEAVER CREEK O'FL | 6906 0576SX | 4-40ft. I-BM. SPANS | 1957 | 34.5943 | -98.04046111 | 161.099 | 31.001 | — | 4 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14165 BRKEY
13866 NBI No.
13866 On Under
1 Structure No.
6906 0576SX Control No.
006 Lane Ind.
S Milepoint
05760 Facility Carried
S.H. 7 Feature Intersected
LITTLE BEAVER CREEK O'FL Division
07 County
137 Location
5.8 MI E COMANCHE CO Sufficiency
79.9 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
3750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
161.099 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.6 HS Inv. Rating Method
1 HS Inv. Method
33.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Y Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13866 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6906 0576SX H Index
90.319 Latitude
34:35:39.48 Longitude
-98:02:25.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13 NBI Text
13866 Vault Link
http://plansrv1/bridgemaintvault/b13866 GIS FO/SD
FO H Inv. Method
23.5 Latitude DD
34.5943 Longitude DD
-98.04046111 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14165 x
-10913814.2079029 y
4108883.90219293 |
|||||||||||||||||||||||||||||||||||||
| 13865 | 5580 0430EX | 13865 | Oklahoma | LINCOLN BLVD. | DEEP FORK CREEK | 5580 0430EX | 55ft.-50ft.-55ft. I-BM. SPANS | 1957 | 35.52726667 | -97.50324722 | 162.001 | 47.3 | — | 3 | 0 | 3 | 44.301 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | M | 11000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14164 BRKEY
13865 NBI No.
13865 On Under
1 Structure No.
5580 0430EX Control No.
080 Lane Ind.
E Milepoint
04300 Facility Carried
LINCOLN BLVD. Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
4.3 MI N OF I-235 Sufficiency
83.9 Kind Hwy
3 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.301 Bridge System
M Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
11000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
44.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
162.001 Deck Width
47.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
84.437 HS Inv. Rating Method
1 HS Inv. Method
50.596 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13865 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-50ft.-55ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5580 0430EX H Index
90.0487 Latitude
35:31:38.16 Longitude
-97:30:11.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
LINCOLN BLVD Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13865 Vault Link
http://plansrv1/bridgemaintvault/b13865 GIS FO/SD
Meets Standards H Inv. Method
39.022 Latitude DD
35.52726667 Longitude DD
-97.50324722 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14164 x
-10854011.8312211 y
4235767.45067275 |
|||||||||||||||||||||||||||||||||||||
| 13864 | 1801T0280 X | 13864 | Craig | CO. RD. E033 | WILL ROGERS TP I-44 UND | 1801T0280 X | 36ft.,2-46ft.,36ft. I-BM S | 1957 | 36.53965 | -95.23686667 | 165.026 | 29.701 | — | 4 | 20 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14163 BRKEY
13864 NBI No.
13864 On Under
1 Structure No.
1801T0280 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E033 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
39.40 MI.NE OF TP GATE Sufficiency
80.9 Kind Hwy
4 Level Service
1 Route No.
1826C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.003 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
20 No. Main Spans
4 Road Width
24.003 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
165.026 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
60.848 HS Inv. Rating Method
1 HS Inv. Method
36.487 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1503 Min Measured Clearance
1503 NBI Rating
13864 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,2-46ft.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0280 X H Index
97.0472 Latitude
36:32:22.74 Longitude
-95:14:12.72 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E033 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
39.40 NBI Text
13864 Vault Link
http://plansrv1/bridgemaintvault/b13864 GIS FO/SD
FO H Inv. Method
27.448 Latitude DD
36.53965 Longitude DD
-95.23686667 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14163 x
-10601719.5024513 y
4375132.7181022 |
|||||||||||||||||||||||||||||||||||||
| 13863 | 5801T0300 X | 13863 | Ottawa | WILL ROGERS TPI-44 | BNSF R.R. UNDER | 5801T0300 X | 3-53ft. I-BM SPANS | 1957 | 36.7163 | -94.95188611 | 161.089 | 74.8 | — | 3 | 35 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14162 BRKEY
13863 NBI No.
13863 On Under
1 Structure No.
5801T0300 X Control No.
001 Lane Ind.
Milepoint
03000 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
BNSF R.R. UNDER Division
08 County
115 Location
59.99 MI.NE OF TP GATE Sufficiency
91 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
19900 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
R Underclearance Right
25 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 Deck Width
74.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98.8 HS Inv. Rating Method
1 HS Inv. Method
59.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31840 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2209 Min Measured Clearance
2209 NBI Rating
13863 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-53ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0300 X H Index
99.6191 Latitude
36:42:58.68 Longitude
-94:57:06.79 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
59.99 NBI Text
13863 Vault Link
http://plansrv1/bridgemaintvault/b13863 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
36.7163 Longitude DD
-94.95188611 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14162 x
-10569995.6116261 y
4399636.09599832 |
|||||||||||||||||||||||||||||||||||||
| 13862 | 4941T0770 X | 13862 | Mayes | CO. RD. N4300 | WILL ROGERS TP I-44 UND | 4941T0770 X | 36ft.,2-45ft.,36ft. I-BM S | 1957 | 36.46248333 | -95.345925 | 164.042 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.3 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14161 BRKEY
13862 NBI No.
13862 On Under
1 Structure No.
4941T0770 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4300 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
31.3 MI.NE OF T P GATE Sufficiency
70.3 Kind Hwy
4 Level Service
1 Route No.
4968C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1501 Max Measured Clearance
1501 Min Measured Clearance
1500 NBI Rating
13862 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,2-45ft.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T0770 X H Index
84.9088 Latitude
36:27:44.94 Longitude
-95:20:45.33 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4300 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31.30 NBI Text
13862 Vault Link
http://plansrv1/bridgemaintvault/b13862 GIS FO/SD
FO H Inv. Method
22.5 Latitude DD
36.46248333 Longitude DD
-95.345925 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14161 x
-10613859.8202136 y
4364446.39503845 |
|||||||||||||||||||||||||||||||||||||
| 13763 | 0816 1255 X | 13763 | Caddo | S.H. 8 | CREEK | 0816 1255 X | 3-10ft.X 8ft.X 49ft. R.C.B | 1957 | 35.055425 | -98.23375833 | 33.136 | 50 | — | 3 | 0 | 2 | 47.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14158 BRKEY
13763 NBI No.
13763 On Under
1 Structure No.
0816 1255 X Control No.
016 Lane Ind.
Milepoint
12550 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
07 County
015 Location
1.2 S US62 ANADARKO Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44.029 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
47.999 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
33.136 Deck Width
50 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.2 HS Inv. Rating Method
1 HS Inv. Method
36.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13763 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 49ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0816 1255 X H Index
100 Latitude
35:03:19.53 Longitude
-98:14:01.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
51 NBI Text
13763 Vault Link
http://plansrv1/bridgemaintvault/b13763 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
35.055425 Longitude DD
-98.23375833 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14158 x
-10935331.9560051 y
4171415.73339558 |
|||||||||||||||||||||||||||||||||||||
| 13762 | 4941T1220 X | 13762 | Mayes | WILL ROGERS TPI-44 | CREEK | 4941T1220 X | 3-12ft.X 11ft. X 129ft. RC BOX | 1957 | 36.50175278 | -95.28062222 | 37.999 | 131.001 | — | 3 | 0 | 4 | 128.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 15000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14157 BRKEY
13762 NBI No.
13762 On Under
1 Structure No.
4941T1220 X Control No.
041 Lane Ind.
Milepoint
12200 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
097 Location
35.79 MI.NE OF TP GATE Sufficiency
93.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
15000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
128.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
131.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
24000 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13762 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 11ft. X 129ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T1220 X H Index
93.07 Latitude
36:30:06.31 Longitude
-95:16:50.24 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35.80 NBI Text
13762 Vault Link
http://plansrv1/bridgemaintvault/b13762 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.50175278 Longitude DD
-95.28062222 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14157 x
-10606590.3479967 y
4369883.24140841 |
|||||||||||||||||||||||||||||||||||||
| 13761 | 0816 1188 X | 13761 | Caddo | S.H. 8 | CREEK | 0816 1188 X | 3-10ft.X 10ft.X 52ft. R.C. | 1957 | 35.045608 | -98.233803 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14156 BRKEY
13761 NBI No.
13761 On Under
1 Structure No.
0816 1188 X Control No.
016 Lane Ind.
Milepoint
11880 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
07 County
015 Location
1.9 S US62 ANADARKO Sufficiency
94.3 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44.029 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
66.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13761 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 52ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0816 1188 X H Index
97.8982 Latitude
35:02:44.19 Longitude
-98:14:01.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48 NBI Text
13761 Vault Link
http://plansrv1/bridgemaintvault/b13761 GIS FO/SD
Meets Standards H Inv. Method
36.8 Latitude DD
35.045608 Longitude DD
-98.233803 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14156 x
-10935336.9286467 y
4170080.81766516 |
|||||||||||||||||||||||||||||||||||||
| 13760 | 1316 1135 X | 13760 | Cimarron | U.S. 56 | CREEK | 1316 1135 X | 3-10ft.X 4ft.X 49.3ft. R.C.BOX SK.60 DEG RF W/ HANDRAILS | 1957 | 36.83455556 | -102.20172778 | 36.089 | 42.1 | — | 3 | 30 | 2 | 40.1 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14155 BRKEY
13760 NBI No.
13760 On Under
1 Structure No.
1316 1135 X Control No.
016 Lane Ind.
Milepoint
11350 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
025 Location
11.3 MI. NE. JCT.US64 Sufficiency
87.1 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
750 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40.1 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.089 Deck Width
42.1 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.22 HS Inv. Rating Method
1 HS Inv. Method
27.13 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13760 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 4ft.X 49.3ft. R.C.BOX SK.60 DEG RF W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1316 1135 X H Index
78.0469 Latitude
36:50:04.4 Longitude
-102:12:06.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 56 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13760 Vault Link
http://plansrv1/bridgemaintvault/b13760 GIS FO/SD
Meets Standards H Inv. Method
15.94 Latitude DD
36.83455556 Longitude DD
-102.20172778 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14155 x
-11377044.2946624 y
4416070.98692276 |
|||||||||||||||||||||||||||||||||||||
| 13669 | 4941R0520 X | 13669 | Mayes | S.H. 28 | WILL ROGERS TP I-44 UND | 4941 0520 X | 43ft.,2-54ft.,43ft. I-BM S | 1956 | 36.43774722 | -95.38115833 | 194.882 | 33.599 | — | 4 | 37 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 51.9 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
14154 BRKEY
13669 NBI No.
13669 On Under
1 Structure No.
4941R0520 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 28 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
3.0 MI E ROGERS CO Sufficiency
51.9 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
1800 ADT Year
2011 Design Load
H 20 Skew
37 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
194.882 Deck Width
33.599 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.698 HS Inv. Rating Method
1 HS Inv. Method
39.353 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2031 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
NA Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1508 Min Measured Clearance
1501 NBI Rating
13669 ODOT County
49 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
43ft.,2-54ft.,43ft. I-BM S Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4941 0520 X H Index
56.8396 Latitude
36:26:15.89 Longitude
-95:22:52.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 28 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28.89 NBI Text
13669 Vault Link
http://plansrv1/bridgemaintvault/b13669 GIS FO/SD
SD H Inv. Method
31.085 Latitude DD
36.43774722 Longitude DD
-95.38115833 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14154 x
-10617781.9765682 y
4361023.09977023 |
|||||||||||||||||||||||||||||||||||||
| 13668 | 7278R0672SX | 13668 | Tulsa | I-44 | YALE AVE. UNDER | 7278 0672SX | 47ft.,94ft.,47ft.CONPLT GR | 1956 | 36.09501667 | -95.92252222 | 188.976 | 32.152 | — | 3 | 41 | 2 | 26.903 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30 | Serious (3) | Serious (3) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 41550 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
14153 BRKEY
13668 NBI No.
13668 On Under
1 Structure No.
7278R0672SX Control No.
078 Lane Ind.
S Milepoint
06720 Facility Carried
I-44 Feature Intersected
YALE AVE. UNDER Division
08 County
143 Location
4.7 MI E JCT US 75 Sufficiency
30 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.903 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1956 ADT Total
41550 ADT Year
2004 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
26.903 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
188.976 Deck Width
32.152 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
8 Deck Rating
3 Super Rating
3 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
66480 Future ADT Year
2024 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1409 Max Measured Clearance
1604 Min Measured Clearance
1504 NBI Rating
13668 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
47ft.,94ft.,47ft.CONPLT GR Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0672SX H Index
41.929 Latitude
36:05:42.06 Longitude
-95:55:21.08 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13668 Vault Link
http://plansrv1/bridgemaintvault/b13668 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.09501667 Longitude DD
-95.92252222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14153 x
-10678046.3291369 y
4313703.40792749 |
|||||||||||||||||||||||||||||||||||||
| 13667 | 7278R0672NX | 13667 | Tulsa | I-44 | YALE AVE. UNDER | 7278 0672NX | 47ft.,94ft.,47ft.CONPLT GR | 1956 | 36.09531944 | -95.92277222 | 188.976 | 32.152 | — | 3 | 41 | 2 | 26.903 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30 | Serious (3) | Fair (5) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 41550 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
14152 BRKEY
13667 NBI No.
13667 On Under
1 Structure No.
7278R0672NX Control No.
078 Lane Ind.
N Milepoint
06720 Facility Carried
I-44 Feature Intersected
YALE AVE. UNDER Division
08 County
143 Location
4.7 MI E JCT US 75 Sufficiency
30 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.903 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1956 ADT Total
41550 ADT Year
2004 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
26.903 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
188.976 Deck Width
32.152 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
3 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
66480 Future ADT Year
2024 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
1508 Max Measured Clearance
1601 Min Measured Clearance
1510 NBI Rating
13667 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
47ft.,94ft.,47ft.CONPLT GR Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0672NX H Index
100 Latitude
36:05:43.15 Longitude
-95:55:21.98 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13667 Vault Link
http://plansrv1/bridgemaintvault/b13667 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.09531944 Longitude DD
-95.92277222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14152 x
-10678074.1590096 y
4313745.11900635 |
|||||||||||||||||||||||||||||||||||||
| 13666 | 5801T2002 X | 13666 | Ottawa | OLD S.H. 137 | WILL ROGERS TP I-44 UND | 5801T2002 X | 38ft.,2-48ft.,38ft. I-BM S | 1956 | 36.91010833 | -94.787825 | 173.885 | 29.701 | — | 4 | 27 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 21000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14151 BRKEY
13666 NBI No.
13666 On Under
1 Structure No.
5801T2002 X Control No.
Lane Ind.
Milepoint
Facility Carried
OLD S.H. 137 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
9.4 MI N US60 Sufficiency
58 Kind Hwy
4 Level Service
1 Route No.
00137 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
21000 ADT Year
2022 Design Load
H 20 Skew
27 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
173.885 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33600 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1507 Max Measured Clearance
1602 Min Measured Clearance
1507 NBI Rating
13666 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft.,2-48ft.,38ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2002 X H Index
69.3222 Latitude
36:54:36.39 Longitude
-94:47:16.17 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
OLD S.H. 137 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
77.15 NBI Text
13666 Vault Link
http://plansrv1/bridgemaintvault/b13666 GIS FO/SD
FO H Inv. Method
26.8 Latitude DD
36.91010833 Longitude DD
-94.787825 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14151 x
-10551732.4124019 y
4426584.44341676 |
|||||||||||||||||||||||||||||||||||||
| 13665 | 7278R0564SX | 13665 | Tulsa | I-44 | HARVARD AVE UNDER | 7278 0564SX | 50ft.,70ft.,50ft.CONC RGD | 1956 | 36.090575 | -95.94042222 | 172.9 | 32.152 | — | 3 | 0 | 2 | 26.903 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 40000 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
14150 BRKEY
13665 NBI No.
13665 On Under
1 Structure No.
7278R0564SX Control No.
078 Lane Ind.
S Milepoint
05640 Facility Carried
I-44 Feature Intersected
HARVARD AVE UNDER Division
08 County
143 Location
3.6 MI E JCT US 75 Sufficiency
59.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.903 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1956 ADT Total
40000 ADT Year
2008 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
26.903 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
172.9 Deck Width
32.152 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
64000 Future ADT Year
2028 Bypass Detour
0.099997 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
1703 Min Measured Clearance
1608 NBI Rating
13665 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,70ft.,50ft.CONC RGD Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0564SX H Index
83.1391 Latitude
36:05:26.07 Longitude
-95:56:25.52 I257A
_ I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-44 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13665 Vault Link
http://plansrv1/bridgemaintvault/b13665 GIS FO/SD
Meets Standards H Inv. Method
16.204 Latitude DD
36.090575 Longitude DD
-95.94042222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14150 x
-10680038.9480221 y
4313091.52017252 |
|||||||||||||||||||||||||||||||||||||
| 13664 | 7278R0564NX | 13664 | Tulsa | I-44 | HARVARD AVE UNDER | 7278 0564NX | 50ft.,70ft.,50ft.CONC RGD | 1956 | 36.09080556 | -95.940425 | 172.9 | 32.152 | — | 3 | 0 | 2 | 26.903 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 40000 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
14149 BRKEY
13664 NBI No.
13664 On Under
1 Structure No.
7278R0564NX Control No.
078 Lane Ind.
N Milepoint
05640 Facility Carried
I-44 Feature Intersected
HARVARD AVE UNDER Division
08 County
143 Location
3.6 MI E JCT US 75 Sufficiency
59.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.903 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1956 ADT Total
40000 ADT Year
2008 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
26.903 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
172.9 Deck Width
32.152 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
64000 Future ADT Year
2028 Bypass Detour
0.099997 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
1611 Min Measured Clearance
1602 NBI Rating
13664 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,70ft.,50ft.CONC RGD Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0564NX H Index
69.3325 Latitude
36:05:26.9 Longitude
-95:56:25.53 I257A
_ I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-44 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13664 Vault Link
http://plansrv1/bridgemaintvault/b13664 GIS FO/SD
Meets Standards H Inv. Method
16.204 Latitude DD
36.09080556 Longitude DD
-95.940425 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14149 x
-10680039.2574902 y
4313123.2814383 |
|||||||||||||||||||||||||||||||||||||
| 13573 | 6630T0740 X | 13573 | Rogers | WILL ROGERS TPI-44 | CREEK | 6630T0740 X | 2-10ft.X 4ft.X137ft. RC BOX, SK 45 RF | 1956 | 36.24625278 | -95.65767222 | 29.701 | 138.999 | — | 2 | 45 | 4 | 137.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14148 BRKEY
13573 NBI No.
13573 On Under
1 Structure No.
6630T0740 X Control No.
030 Lane Ind.
Milepoint
07400 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
131 Location
T.P. NO 07.80 Sufficiency
92.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1956 ADT Total
23500 ADT Year
2022 Design Load
H 15 Skew
45 No. Main Spans
2 Road Width
137.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
29.701 Deck Width
138.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
37600 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13573 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X137ft. RC BOX, SK 45 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0740 X H Index
83.5419 Latitude
36:14:46.51 Longitude
-95:39:27.62 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.80 NBI Text
13573 Vault Link
http://plansrv1/bridgemaintvault/b13573 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.24625278 Longitude DD
-95.65767222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14148 x
-10648563.3620003 y
4334558.49341181 |
|||||||||||||||||||||||||||||||||||||
| 13572 | 6102 0743 X | 13572 | Pittsburg | U.S. 69 | CREEK | 6102 0743 X | (2) 10ft. X 10ft. X 146ft. RCB | 1956 | 34.77621111 | -95.88386111 | 22.001 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14147 BRKEY
13572 NBI No.
13572 On Under
1 Structure No.
6102 0743 X Control No.
002 Lane Ind.
Milepoint
07430 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
02 County
121 Location
4.0 N JCT SH 63 Sufficiency
69.8 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1956 ADT Total
16600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
61.52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26560 Future ADT Year
2042 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13572 ODOT County
61 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
(2) 10ft. X 10ft. X 146ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6102 0743 X H Index
94.4277 Latitude
34:46:34.36 Longitude
-95:53:01.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
006 NBI Text
13572 Vault Link
http://plansrv1/bridgemaintvault/b13572 GIS FO/SD
Meets Standards H Inv. Method
34.17 Latitude DD
34.77621111 Longitude DD
-95.88386111 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14147 x
-10673742.5940582 y
4133510.56211335 |
|||||||||||||||||||||||||||||||||||||
| 13571 | 7236 0603 X | 13571 | Tulsa | S.H. 11 | CREEK | 7236 0603 X | 2-10ft.X 6ft.X 40ft. R.C.B | 1956 | 36.3367 | -95.99143889 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14146 BRKEY
13571 NBI No.
13571 On Under
1 Structure No.
7236 0603 X Control No.
036 Lane Ind.
Milepoint
06030 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
08 County
143 Location
6.0 MI S WASH. C/L Sufficiency
81.6 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.1 HS Inv. Rating Method
1 HS Inv. Method
36.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13571 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 40ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7236 0603 X H Index
67 Latitude
36:20:12.12 Longitude
-95:59:29.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13571 Vault Link
http://plansrv1/bridgemaintvault/b13571 GIS FO/SD
Meets Standards H Inv. Method
20.3 Latitude DD
36.3367 Longitude DD
-95.99143889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14146 x
-10685718.0977484 y
4347050.22601677 |
|||||||||||||||||||||||||||||||||||||
| 13570 | 4524 0598 X | 13570 | McCurtain | U.S. 259 | CREEK | 4524 0598 X | (2) 10ft. X 8ft. X 91ft LONG RCB | 1956 | 33.773569 | -94.740453 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14145 BRKEY
13570 NBI No.
13570 On Under
1 Structure No.
4524 0598 X Control No.
024 Lane Ind.
Milepoint
05980 Facility Carried
U.S. 259 Feature Intersected
CREEK Division
02 County
089 Location
7.4 N TX S/L Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1956 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 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
3520 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13570 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
(2) 10ft. X 8ft. X 91ft LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4524 0598 X H Index
95.0371 Latitude
33:46:24.85 Longitude
-94:44:25.63 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
73 NBI Text
13570 Vault Link
http://plansrv1/bridgemaintvault/b13570 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.773569 Longitude DD
-94.740453 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14145 x
-10546458.9854841 y
3998438.24747503 |
|||||||||||||||||||||||||||||||||||||
| 13569 | 7236 0574 X | 13569 | Tulsa | S.H. 11 | CREEK | 7236 0574 X | 2-10ft.X 4ft.X 40ft. R.C.B | 1956 | 36.34083333 | -95.99144444 | 23 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.2 | 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 | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14144 BRKEY
13569 NBI No.
13569 On Under
1 Structure No.
7236 0574 X Control No.
036 Lane Ind.
Milepoint
05740 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
08 County
143 Location
5.7 MI S WASH. C/L Sufficiency
79.2 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
36 Span Type Main
M Material
1 - Concrete Design
19 Length
23 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.
4 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
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.3 HS Inv. Rating Method
1 HS Inv. Method
31.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13569 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 40ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7236 0574 X H Index
67 Latitude
36:20:27 Longitude
-95:59:29.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13569 Vault Link
http://plansrv1/bridgemaintvault/b13569 GIS FO/SD
Meets Standards H Inv. Method
17.7 Latitude DD
36.34083333 Longitude DD
-95.99144444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14144 x
-10685718.7155716 y
4347621.42956883 |
|||||||||||||||||||||||||||||||||||||
| 13568 | 0904 0549 X | 13568 | Canadian | I-40 BUS. | CREEK | 0904 0549 X | 3-8ft.X 5ft.X 66ft. R.C.BOX WITH HANDRAILS | 1956 | 35.53218611 | -97.96277778 | 25.502 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14143 BRKEY
13568 NBI No.
13568 On Under
1 Structure No.
0904 0549 X Control No.
004 Lane Ind.
Milepoint
05490 Facility Carried
I-40 BUS. Feature Intersected
CREEK Division
04 County
017 Location
IN EL-RENO Sufficiency
75.1 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
66.401 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1956 ADT Total
10000 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
1 No. Lanes
4 Fill RCB
FG Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.502 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.9 HS Inv. Rating Method
1 HS Inv. Method
29.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2042 Bypass Detour
2.499994 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13568 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
7.999 Rt. Curb SW
5 Description
3-8ft.X 5ft.X 66ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0904 0549 X H Index
96.9903 Latitude
35:31:55.87 Longitude
-97:57:46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. (OLD US 66) Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
13568 Vault Link
http://plansrv1/bridgemaintvault/b13568 GIS FO/SD
Meets Standards H Inv. Method
16.6 Latitude DD
35.53218611 Longitude DD
-97.96277778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14143 x
-10905166.5391642 y
4236440.36791303 |
|||||||||||||||||||||||||||||||||||||
| 13861 | 5801T0210 X | 13861 | Ottawa | WILL ROGERS TPI-44 | HORSE CREEK | 5801T0210 X | 50ft.,60ft.,50ft. I-BM SPA | 1957 | 36.71121389 | -94.96607778 | 164.042 | 74.8 | — | 3 | 30 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14142 BRKEY
13861 NBI No.
13861 On Under
1 Structure No.
5801T0210 X Control No.
001 Lane Ind.
Milepoint
02100 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
HORSE CREEK Division
08 County
115 Location
59.12 MI.NE OF TP.GATE Sufficiency
91 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
19900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
74.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
97.1 HS Inv. Rating Method
1 HS Inv. Method
58.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31840 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13861 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,60ft.,50ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0210 X H Index
97.5422 Latitude
36:42:40.37 Longitude
-94:57:57.88 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
59.12 NBI Text
13861 Vault Link
http://plansrv1/bridgemaintvault/b13861 GIS FO/SD
Meets Standards H Inv. Method
45.1 Latitude DD
36.71121389 Longitude DD
-94.96607778 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14142 x
-10571575.421104 y
4398929.80797011 |
|||||||||||||||||||||||||||||||||||||
| 13860 | 4455R0040 X | 13860 | McClain | S.H. 24 | FINN CREEK | 4455 0040 X | 80ft. PONY TRUSS & 2-4 | 1957 | 34.91833333 | -97.45833333 | 167.979 | 24.606 | — | 1 | 0 | 2 | 21.982 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.7 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 170 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
14141 BRKEY
13860 NBI No.
13860 On Under
1 Structure No.
4455R0040 X Control No.
055 Lane Ind.
Milepoint
00400 Facility Carried
S.H. 24 Feature Intersected
FINN CREEK Division
03 County
087 Location
7.4 MI W-N JCT SH 74 Sufficiency
34.7 Kind Hwy
3 Level Service
1 Route No.
00024 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
170 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
167.979 Deck Width
24.606 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
272 Future ADT Year
2024 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
CLOSED 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
13860 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY TRUSS & 2-4 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4455 0040 X H Index
40.7408 Latitude
34:55:06 Longitude
-97:27:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 24 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13860 Vault Link
http://plansrv1/bridgemaintvault/b13860 GIS FO/SD
SD H Inv. Method
0 Latitude DD
34.91833333 Longitude DD
-97.45833333 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14141 x
-10849012.0398567 y
4152788.50061002 |
|||||||||||||||||||||||||||||||||||||
| 13859 | 5801R2870 X | 13859 | Ottawa | CO. RD. N4670 | WILL ROGERS TP I-44 UND | 5801T2870 X | 38ft.,2-45ft.,35ft. I-BM S | 1957 | 36.96949722 | -94.65085833 | 166.01 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.8 | Fair (5) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 50 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
14140 BRKEY
13859 NBI No.
13859 On Under
1 Structure No.
5801R2870 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4670 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
85.90 MI NE OF TP GATE Sufficiency
77.8 Kind Hwy
4 Level Service
1 Route No.
N4670 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.6 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
50 ADT Year
2014 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
166.01 Deck Width
21.699 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
6 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
37.038 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2034 Bypass Detour
3.728227 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
1502 Min Measured Clearance
1501 NBI Rating
13859 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft.,2-45ft.,35ft. I-BM S Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2870 X H Index
96.471 Latitude
36:58:10.19 Longitude
-94:39:03.09 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4670 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
85.90 NBI Text
13859 Vault Link
http://plansrv1/bridgemaintvault/b13859 GIS FO/SD
Meets Standards H Inv. Method
15.984 Latitude DD
36.96949722 Longitude DD
-94.65085833 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14140 x
-10536485.3524419 y
4434855.94548912 |
|||||||||||||||||||||||||||||||||||||
| 13858 | 4941T1140 X | 13858 | Mayes | CO. RD. N4330 | WILL ROGERS TP I-44 UND | 4941T1140 X | 36ft.,2-45ft.,36ft. I-BM S | 1957 | 36.49430278 | -95.29272778 | 164.042 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14139 BRKEY
13858 NBI No.
13858 On Under
1 Structure No.
4941T1140 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4330 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
097 Location
34.99 MI.NE OF TP.GATE Sufficiency
65.9 Kind Hwy
4 Level Service
1 Route No.
N4330 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
164.042 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1501 Min Measured Clearance
1501 NBI Rating
13858 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.,2-45ft.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T1140 X H Index
91.4211 Latitude
36:29:39.49 Longitude
-95:17:33.82 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4330 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35.00 NBI Text
13858 Vault Link
http://plansrv1/bridgemaintvault/b13858 GIS FO/SD
FO H Inv. Method
22.5 Latitude DD
36.49430278 Longitude DD
-95.29272778 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14139 x
-10607937.9327716 y
4368851.57877587 |
|||||||||||||||||||||||||||||||||||||
| 13857 | 5801R1040 X | 13857 | Ottawa | CO. RD. E0150 | WILL ROGERS TP I-44 UND | 5801T1040 X | 35ft.,2-45ft.,35ft. I-BM S | 1957 | 36.80094722 | -94.87998056 | 163.058 | 21.699 | — | 4 | 20 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.8 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 5000 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
14138 BRKEY
13857 NBI No.
13857 On Under
1 Structure No.
5801R1040 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0150 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
67.45 MI NE OF TP GATE Sufficiency
44.8 Kind Hwy
4 Level Service
1 Route No.
E0150 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.6 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5000 ADT Year
2008 Design Load
H 15 Skew
20 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
6.299 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
163.058 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
37.038 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2028 Bypass Detour
8.077825 School Bus Rte.
A Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1506 Min Measured Clearance
1504 NBI Rating
13857 ODOT County
58 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.,2-45ft.,35ft. I-BM S Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1040 X H Index
77.5571 Latitude
36:48:03.41 Longitude
-94:52:47.93 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
67.45 NBI Text
13857 Vault Link
http://plansrv1/bridgemaintvault/b13857 GIS FO/SD
Meets Standards H Inv. Method
15.984 Latitude DD
36.80094722 Longitude DD
-94.87998056 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14138 x
-10561991.1224149 y
4411397.59574918 |
|||||||||||||||||||||||||||||||||||||
| 13856 | 7278R1011 X | 13856 | Tulsa | 89TH ST. | I-44 UNDER | 7278R1011 X | 30ft.-50ft.-50ft.-30ft. CONC.RIGIDFRAME SPANS WITH 2-3ft. SIDEWALKS | 1957 | 36.16333333 | -95.80833333 | 162.073 | 36.001 | — | 4 | 0 | -1 | 27.999 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | A | -1 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
14137 BRKEY
13856 NBI No.
13856 On Under
1 Structure No.
7278R1011 X Control No.
Lane Ind.
Milepoint
Facility Carried
89TH ST. Feature Intersected
I-44 UNDER Division
08 County
143 Location
1.4 MI E JCT SH 51 Sufficiency
98 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
47.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1957 ADT Total
-1 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
13.999 Deck Structure Type
1 No. Lanes
-1 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
162.073 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
N Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2024 Bypass Detour
0 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
13856 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
30ft.-50ft.-50ft.-30ft. CONC.RIGIDFRAME SPANS WITH 2-3ft. SIDEWALKS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278R1011 X H Index
100 Latitude
36:09:48 Longitude
-95:48:30 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
89TH ST. Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13856 Vault Link
http://plansrv1/bridgemaintvault/b13856 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.16333333 Longitude DD
-95.80833333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
14137 x
-10665334.8800478 y
4323119.12310249 |
|||||||||||||||||||||||||||||||||||||
| 13759 | 1516 1117 X | 13759 | Coal | S.H. 48 | CREEK | 1516 1117 X | 3-10ft.X9ft.X32ft. RC BOX | 1957 | 34.57345556 | -96.40691389 | 34.121 | 26 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14136 BRKEY
13759 NBI No.
13759 On Under
1 Structure No.
1516 1117 X Control No.
016 Lane Ind.
Milepoint
11170 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
029 Location
11.1 MI N JOHNSTON CL Sufficiency
76.8 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 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
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
26 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
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
61.49 HS Inv. Rating Method
1 HS Inv. Method
36.89 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
26.09759 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
13759 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X9ft.X32ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1516 1117 X H Index
98.68 Latitude
34:34:24.44 Longitude
-96:24:24.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13759 Vault Link
http://plansrv1/bridgemaintvault/b13759 GIS FO/SD
Meets Standards H Inv. Method
20.49 Latitude DD
34.57345556 Longitude DD
-96.40691389 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14136 x
-10731968.5631858 y
4106065.48435064 |
|||||||||||||||||||||||||||||||||||||
| 13758 | 5801T1130 X | 13758 | Ottawa | WILL ROGERS TPI-44 | CREEK | 5801T1130 X | 2-10ft.X 8ft.X152ft. RC BOX SK 30 RF | 1957 | 36.81092778 | -94.87526944 | 24.199 | 153.999 | — | 2 | 45 | 4 | 152.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 18400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14135 BRKEY
13758 NBI No.
13758 On Under
1 Structure No.
5801T1130 X Control No.
001 Lane Ind.
Milepoint
11300 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
115 Location
68.40 MI NE OF TP GATE Sufficiency
93.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
18400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
152.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
16 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
153.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
29440 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13758 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X152ft. RC BOX SK 30 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1130 X H Index
96.7 Latitude
36:48:39.34 Longitude
-94:52:30.97 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68.40 NBI Text
13758 Vault Link
http://plansrv1/bridgemaintvault/b13758 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.81092778 Longitude DD
-94.87526944 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14135 x
-10561466.6829354 y
4412785.2234167 |
|||||||||||||||||||||||||||||||||||||
| 13757 | 6702 1088 X | 13757 | Seminole | U.S. 270 | CREEK | 6702 1088 X | 3-10ft.X 12ft.X 44ft. RDY | 1957 | 35.15933611 | -96.5515 | 34.121 | 42.001 | — | 3 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14134 BRKEY
13757 NBI No.
13757 On Under
1 Structure No.
6702 1088 X Control No.
002 Lane Ind.
Milepoint
10880 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
8.6 MI SE SH 3 Sufficiency
86 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.001 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
34.121 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
5 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.51 HS Inv. Rating Method
1 HS Inv. Method
37.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
3.728227 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
13757 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 44ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6702 1088 X H Index
93.0213 Latitude
35:09:33.61 Longitude
-96:33:05.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13757 Vault Link
http://plansrv1/bridgemaintvault/b13757 GIS FO/SD
Meets Standards H Inv. Method
20.83 Latitude DD
35.15933611 Longitude DD
-96.5515 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14134 x
-10748063.8153268 y
4185555.42222207 |
|||||||||||||||||||||||||||||||||||||
| 13756 | 4941T0920 X | 13756 | Mayes | WILL ROGERS TPI-44 | BITTER CREEK | 4941T0920 X | 3-10ft.X 10ft.X122 RC BOX | 1957 | 36.47521389 | -95.32474722 | 37.001 | 123.999 | — | 3 | 30 | 4 | 122.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 15000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14133 BRKEY
13756 NBI No.
13756 On Under
1 Structure No.
4941T0920 X Control No.
041 Lane Ind.
Milepoint
09200 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
BITTER CREEK Division
08 County
097 Location
32.85 MI.NE OF TP GATE Sufficiency
93.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
15000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
122.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 Deck Width
123.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
164.1 HS Inv. Rating Method
1 HS Inv. Method
98.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24000 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13756 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X122 RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T0920 X H Index
95.71 Latitude
36:28:30.77 Longitude
-95:19:29.09 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.80 NBI Text
13756 Vault Link
http://plansrv1/bridgemaintvault/b13756 GIS FO/SD
Meets Standards H Inv. Method
54.6 Latitude DD
36.47521389 Longitude DD
-95.32474722 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14133 x
-10611502.3205279 y
4366208.63633993 |