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.
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|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 13931 | 3616 0866 X | 13931 | Kay | U.S. 177 | CHIKASKIA RIVER | 3616 0866 X | (80ft.-100ft.-80ft.CONT) P | 1957 | 36.81516389 | -97.28289167 | 562 | 51 | — | 7 | 0 | 2 | 44 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.8 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14075 BRKEY
13931 NBI No.
13931 On Under
1 Structure No.
3616 0866 X Control No.
016 Lane Ind.
Milepoint
08660 Facility Carried
U.S. 177 Feature Intersected
CHIKASKIA RIVER Division
04 County
071 Location
9.3 MI N JCT US 60 Sufficiency
83.8 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
3100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
562 Deck Width
51 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13931 ODOT County
36 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
0 Lft. Curb SW
4 Rt. Curb SW
0 Description
(80ft.-100ft.-80ft.CONT) P Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3616 0866 X H Index
71.6845 Latitude
36:48:54.59 Longitude
-97:16:58.41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 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
13931 Vault Link
http://plansrv1/bridgemaintvault/b13931 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.81516389 Longitude DD
-97.28289167 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14075 x
-10829481.9636016 y
4413374.23737981 |
|||||||||||||||||||||||||||||||||||||
| 13930 | 6416R0751 X | 13930 | Pushmataha | S.H. 3 | KIAMICHI RIVER | 6416 0751 X | 100ft.210ft.100ft.100ft.TRUS | 1957 | 34.200392 | -95.485442 | 520.013 | 31 | — | 4 | 0 | 2 | 28 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2800 | 2022 | 5 | Bridge #125 Matched |
|
Raw data
OBJECTID
14074 BRKEY
13930 NBI No.
13930 On Under
1 Structure No.
6416R0751 X Control No.
016 Lane Ind.
Milepoint
07510 Facility Carried
S.H. 3 Feature Intersected
KIAMICHI RIVER Division
02 County
127 Location
8 MI E ANTLERS Sufficiency
45 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
28 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
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32 Span Type Main
M Material
3 - Steel Design
10 Length
520.013 Deck Width
31 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
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.9 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
42.253241 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1600 Min Measured Clearance
1600 NBI Rating
13930 ODOT County
64 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
100ft.210ft.100ft.100ft.TRUS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6416 0751 X H Index
63.8031 Latitude
34:12:01.41 Longitude
-95:29:07.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
56 NBI Text
13930 Vault Link
http://plansrv1/bridgemaintvault/b13930 GIS FO/SD
SD H Inv. Method
19.1 Latitude DD
34.200392 Longitude DD
-95.485442 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14074 x
-10629390.7816107 y
4055741.61969631 |
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| 13929 | 2014 0575 X | 13929 | Custer | S.H. 33 | WASHITA RIVER | 2014 0575 X | (4-85ft. CONT.)2-55ft. I-BEAM SPANS | 1957 | 35.63865833 | -99.27437778 | 453.084 | 32.001 | — | 4 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.5 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14073 BRKEY
13929 NBI No.
13929 On Under
1 Structure No.
2014 0575 X Control No.
014 Lane Ind.
Milepoint
05750 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER Division
05 County
039 Location
5.8 MI E JCT S.H. 34 Sufficiency
89.5 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 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
4 - Steel Continuous Design
02 Length
453.084 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
1440 Future ADT Year
2042 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13929 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(4-85ft. CONT.)2-55ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2014 0575 X H Index
83.6688 Latitude
35:38:19.17 Longitude
-99:16:27.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 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
13929 Vault Link
http://plansrv1/bridgemaintvault/b13929 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.63865833 Longitude DD
-99.27437778 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14073 x
-11051173.1832887 y
4251014.55003085 |
|||||||||||||||||||||||||||||||||||||
| 13928 | 2606 1844WX | 13928 | Grady | U.S. 81 | LITTLE WASHITA RIVER | 2606 1844WX | (80ft.-100ft.-80ft. CONT.)3-50ft. I-BM. SPANS | 1957 | 34.94320556 | -97.95244722 | 412.1 | 32.201 | — | 3 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14072 BRKEY
13928 NBI No.
13928 On Under
1 Structure No.
2606 1844WX Control No.
006 Lane Ind.
W Milepoint
18440 Facility Carried
U.S. 81 Feature Intersected
LITTLE WASHITA RIVER Division
07 County
051 Location
18.4 MI N STEPHENS C/L Sufficiency
83 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 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
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
412.1 Deck Width
32.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13928 ODOT County
26 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
(80ft.-100ft.-80ft. CONT.)3-50ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 1844WX H Index
98.0083 Latitude
34:56:35.54 Longitude
-97:57:08.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29-26 NBI Text
13928 Vault Link
http://plansrv1/bridgemaintvault/b13928 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.94320556 Longitude DD
-97.95244722 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14072 x
-10904016.5464854 y
4156165.6825319 |
|||||||||||||||||||||||||||||||||||||
| 13927 | 2606 1844EX | 13927 | Grady | U.S. 81 | LITTLE WASHITA RIVER | 2606 1844EX | (80ft.-100ft.-80ft.CONT.)& 3-50ft.I-BM. SPANS | 1957 | 34.94320556 | -97.95223611 | 412.1 | 32.201 | — | 3 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14071 BRKEY
13927 NBI No.
13927 On Under
1 Structure No.
2606 1844EX Control No.
006 Lane Ind.
E Milepoint
18440 Facility Carried
U.S. 81 Feature Intersected
LITTLE WASHITA RIVER Division
07 County
051 Location
18.4 MI N STEPHENS C/L Sufficiency
83 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 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
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
412.1 Deck Width
32.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13927 ODOT County
26 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
(80ft.-100ft.-80ft.CONT.)& 3-50ft.I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 1844EX H Index
97.8352 Latitude
34:56:35.54 Longitude
-97:57:08.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28-26 NBI Text
13927 Vault Link
http://plansrv1/bridgemaintvault/b13927 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.94320556 Longitude DD
-97.95223611 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14071 x
-10903993.0458277 y
4156165.6825319 |
|||||||||||||||||||||||||||||||||||||
| 13843 | 5801T2120 X | 13843 | Ottawa | CO. RD. N4620 | WILL ROGERS TP I-44 UND | 5801T2120 X | 34ft.,2-43ft.,34ft. I-BM S | 1957 | 36.91774444 | -94.76879722 | 154.856 | 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) | 69 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | 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
14070 BRKEY
13843 NBI No.
13843 On Under
1 Structure No.
5801T2120 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4620 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
78.33 MI NE OF TP GATE Sufficiency
69 Kind Hwy
4 Level Service
1 Route No.
N4620 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
0 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
154.856 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
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1504 Min Measured Clearance
1504 NBI Rating
13843 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
1.801 Rt. Curb SW
1.801 Description
34ft.,2-43ft.,34ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2120 X H Index
84.3313 Latitude
36:55:03.88 Longitude
-94:46:07.67 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4620 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
78.33 NBI Text
13843 Vault Link
http://plansrv1/bridgemaintvault/b13843 GIS FO/SD
FO H Inv. Method
24.4 Latitude DD
36.91774444 Longitude DD
-94.76879722 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14070 x
-10549614.2496214 y
4427647.61632192 |
|||||||||||||||||||||||||||||||||||||
| 13842 | 5801T1890 X | 13842 | Ottawa | CO. RD. N4590 | WILL ROGERS TP I-44 UND | 5801T1890 X | 34ft.,2-43ft.,34ft. I-BM S | 1957 | 36.90271389 | -94.80575556 | 154.856 | 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) | 69 | Good (7) | Good (7) | 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
14069 BRKEY
13842 NBI No.
13842 On Under
1 Structure No.
5801T1890 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4590 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
76.03 MI NE OF TP GATE Sufficiency
69 Kind Hwy
4 Level Service
1 Route No.
N4590 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.4 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
0 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
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
154.856 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1504 Min Measured Clearance
1504 NBI Rating
13842 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
34ft.,2-43ft.,34ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1890 X H Index
90.6155 Latitude
36:54:09.77 Longitude
-94:48:20.72 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4590 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
76.03 NBI Text
13842 Vault Link
http://plansrv1/bridgemaintvault/b13842 GIS FO/SD
FO H Inv. Method
24.4 Latitude DD
36.90271389 Longitude DD
-94.80575556 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14069 x
-10553728.4332108 y
4425555.0195633 |
|||||||||||||||||||||||||||||||||||||
| 13841 | 1801T1810 X | 13841 | Craig | CO. RD. N4470 | WILL ROGERS TP I-44 UND | 1801T1810 X | 33ft.,2-43ft.,33ft. I-BM S | 1957 | 36.68303056 | -95.03634167 | 152.887 | 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) | 57.8 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | 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
14068 BRKEY
13841 NBI No.
13841 On Under
1 Structure No.
1801T1810 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4470 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
54.75 MI.NE OF TP GATE Sufficiency
57.8 Kind Hwy
4 Level Service
1 Route No.
N4470 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
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
18.999 Span Type Main
M Material
3 - Steel Design
02 Length
152.887 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
5 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
58.5 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1503 Min Measured Clearance
1502 NBI Rating
13841 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.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1810 X H Index
88.426 Latitude
36:40:58.91 Longitude
-95:02:10.83 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4470 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
54.75 NBI Text
13841 Vault Link
http://plansrv1/bridgemaintvault/b13841 GIS FO/SD
FO H Inv. Method
25.5 Latitude DD
36.68303056 Longitude DD
-95.03634167 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14068 x
-10579397.16156 y
4395016.9470763 |
|||||||||||||||||||||||||||||||||||||
| 13840 | 5801T1780 X | 13840 | Ottawa | CO. RD. N4580 | WILL ROGERS TP I-44 UND | 5801T1780 X | 34ft.,2-43ft.,34ft. I-BM S | 1957 | 36.89569167 | -94.82278056 | 154.856 | 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) | 69 | 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 | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14067 BRKEY
13840 NBI No.
13840 On Under
1 Structure No.
5801T1780 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4580 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
74.97 MI NE OF TP GATE Sufficiency
69 Kind Hwy
4 Level Service
1 Route No.
N4580 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
0 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
154.856 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
6 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
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1504 Min Measured Clearance
1504 NBI Rating
13840 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
34ft.,2-43ft.,34ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1780 X H Index
91.1797 Latitude
36:53:44.49 Longitude
-94:49:22.01 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N4580 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
74.97 NBI Text
13840 Vault Link
http://plansrv1/bridgemaintvault/b13840 GIS FO/SD
FO H Inv. Method
24.4 Latitude DD
36.89569167 Longitude DD
-94.82278056 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14067 x
-10555623.6475415 y
4424577.50701381 |
|||||||||||||||||||||||||||||||||||||
| 13839 | 1801T1600 X | 13839 | Craig | CO. RD. 4450 | WILL ROGERS TP I-44 UND | 1801T1600 X | 33ft.,2-43ft.,32ft. I-BM S | 1957 | 36.66899167 | -95.07049444 | 152.887 | 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) | 69 | 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 | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14066 BRKEY
13839 NBI No.
13839 On Under
1 Structure No.
1801T1600 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 4450 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
52.62 MI.NE OF TP GATE Sufficiency
69 Kind Hwy
4 Level Service
1 Route No.
E0240 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
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
8.599 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
152.887 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
1411 Min Measured Clearance
1411 NBI Rating
13839 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.,2-43ft.,32ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1600 X H Index
95.7522 Latitude
36:40:08.37 Longitude
-95:04:13.78 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0240 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52.62 NBI Text
13839 Vault Link
http://plansrv1/bridgemaintvault/b13839 GIS FO/SD
FO H Inv. Method
24.4 Latitude DD
36.66899167 Longitude DD
-95.07049444 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14066 x
-10583199.0305255 y
4393068.37869789 |
|||||||||||||||||||||||||||||||||||||
| 13838 | 5801T1253 X | 13838 | Ottawa | CO. RD. E0130 | WILL ROGERS TP I-44 UND | 5801T1253 X | 33ft.,2-43ft.,33ft. I-BM S | 1957 | 36.82990556 | -94.866475 | 152.887 | 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) | 69 | 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 | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14065 BRKEY
13838 NBI No.
13838 On Under
1 Structure No.
5801T1253 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0130 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
115 Location
69.59 MI NE OF TP GATE Sufficiency
69 Kind Hwy
4 Level Service
1 Route No.
E0130 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
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
152.887 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1503 Min Measured Clearance
1502 NBI Rating
13838 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
33ft.,2-43ft.,33ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1253 X H Index
86.182 Latitude
36:49:47.66 Longitude
-94:51:59.31 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
E0130 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69.59 NBI Text
13838 Vault Link
http://plansrv1/bridgemaintvault/b13838 GIS FO/SD
FO H Inv. Method
24.4 Latitude DD
36.82990556 Longitude DD
-94.866475 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14065 x
-10560487.6903528 y
4415424.26111764 |
|||||||||||||||||||||||||||||||||||||
| 13645 | 5611 0227EX | 13645 | Okmulgee | U.S. 75 NB | OKMULGEE CREEK | 5611 0227EX | 35ft. - 40ft. - 35ft. I-BEAM | 1956 | 35.64147778 | -95.96179722 | 112.001 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.5 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 9500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14058 BRKEY
13645 NBI No.
13645 On Under
1 Structure No.
5611 0227EX Control No.
011 Lane Ind.
E Milepoint
02270 Facility Carried
U.S. 75 NB Feature Intersected
OKMULGEE CREEK Division
01 County
111 Location
2.27 N JCT US-62 Sufficiency
60.5 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 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
9500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
52.999 Span Type Main
M Material
3 - Steel Design
02 Length
112.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.7 HS Inv. Rating Method
1 HS Inv. Method
26.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13645 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
35ft. - 40ft. - 35ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5611 0227EX H Index
81.4708 Latitude
35:38:29.32 Longitude
-95:57:42.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11-0227E NBI Text
13645 Vault Link
http://plansrv1/bridgemaintvault/b13645 GIS FO/SD
FO H Inv. Method
18.1 Latitude DD
35.64147778 Longitude DD
-95.96179722 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14058 x
-10682418.4021378 y
4251400.74697849 |
|||||||||||||||||||||||||||||||||||||
| 13641 | 7278R0464 X | 13641 | Tulsa | LEWIS AVE. | I-44 UNDER | 7278 0464 X | 79ft. CONC RGD FRAME | 1956 | 36.090675 | -95.95805 | 78.999 | 60.039 | — | 1 | 0 | 4 | 47.9 | 1 - Concrete | Frame (07) | M | Concrete cast-in-place (1) | Closed (K) | 60.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
14054 BRKEY
13641 NBI No.
13641 On Under
1 Structure No.
7278R0464 X Control No.
Lane Ind.
Milepoint
Facility Carried
LEWIS AVE. Feature Intersected
I-44 UNDER Division
08 County
143 Location
2.6 MI E JCT US 75 Sufficiency
60.7 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1956 ADT Total
5000 ADT Year
2010 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
47.9 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
1.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
47.9 Span Type Main
M Material
1 - Concrete Design
07 Length
78.999 Deck Width
60.039 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
0 Underclearance
0 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
35.715 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2030 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1600 Min Measured Clearance
1509 NBI Rating
13641 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
4.921 Rt. Curb SW
4.921 Description
79ft. CONC RGD FRAME Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0464 X H Index
55.2457 Latitude
36:05:26.43 Longitude
-95:57:28.98 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
LEWIS AVE. 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
13641 Vault Link
http://plansrv1/bridgemaintvault/b13641 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.090675 Longitude DD
-95.95805 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
14054 x
-10682001.2635155 y
4313105.29586622 |
|||||||||||||||||||||||||||||||||||||
| 13926 | 5801T1135 X | 13926 | Ottawa | WILL ROGERS TPI-44 | CO. RD. N4560 UNDER | 5801T1135 X | 2-87ft.,2-74ft.,85ft. I-BM SPANS | 1957 | 36.81353889 | -94.87428611 | 408.136 | 77.999 | — | 5 | 60 | 4 | 74.701 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.7 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 18400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14052 BRKEY
13926 NBI No.
13926 On Under
1 Structure No.
5801T1135 X Control No.
001 Lane Ind.
Milepoint
11350 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CO. RD. N4560 UNDER Division
08 County
115 Location
68.41 MI NE OF TP GATE Sufficiency
75.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
74.701 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
60 No. Main Spans
5 Road Width
74.701 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
408.136 Deck Width
77.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
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
0000 Max Measured Clearance
2307 Min Measured Clearance
2301 NBI Rating
13926 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
2-87ft.,2-74ft.,85ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T1135 X H Index
75.9392 Latitude
36:48:48.74 Longitude
-94:52:27.43 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68.41 NBI Text
13926 Vault Link
http://plansrv1/bridgemaintvault/b13926 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
36.81353889 Longitude DD
-94.87428611 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14052 x
-10561357.2191405 y
4413148.28384845 |
|||||||||||||||||||||||||||||||||||||
| 13925 | 6702R0894 X | 13925 | Seminole | U.S. 270 | WEWOKA CREEK | 6702 0894 X | 4-100ft. CONT. I-BM. S | 1957 | 35.171992 | -96.578508 | 400.919 | 31.001 | — | 4 | 30 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.3 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6100 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
14051 BRKEY
13925 NBI No.
13925 On Under
1 Structure No.
6702R0894 X Control No.
002 Lane Ind.
Milepoint
08940 Facility Carried
U.S. 270 Feature Intersected
WEWOKA CREEK Division
03 County
133 Location
6.7 MI SE SH 3 Sufficiency
63.3 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1957 ADT Total
6100 ADT Year
2019 Design Load
H 20 Skew
30 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
0 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
400.919 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.2 HS Inv. Rating Method
1 HS Inv. Method
39.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2039 Bypass Detour
3.728227 School Bus Rte.
1 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
13925 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
4-100ft. CONT. I-BM. S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6702 0894 X H Index
78.2819 Latitude
35:10:19.17 Longitude
-96:34:42.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13925 Vault Link
http://plansrv1/bridgemaintvault/b13925 GIS FO/SD
SD H Inv. Method
26.5 Latitude DD
35.171992 Longitude DD
-96.578508 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14051 x
-10751070.3321341 y
4187278.80342923 |
|||||||||||||||||||||||||||||||||||||
| 13924 | 1801T1012 X | 13924 | Craig | WILL ROGERS TPI-44 | BULL CREEK | 1801T1040 X | 3-45ft. I-BM SPANS | 1957 | 36.62005 | -95.155775 | 139.108 | 77.999 | — | 3 | 20 | 4 | 75 | 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 | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14050 BRKEY
13924 NBI No.
13924 On Under
1 Structure No.
1801T1012 X Control No.
001 Lane Ind.
Milepoint
10120 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
BULL CREEK Division
08 County
035 Location
46.77 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
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
19700 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
75 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
139.108 Deck Width
77.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101.5 HS Inv. Rating Method
1 HS Inv. Method
60.9 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
13924 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1040 X H Index
92.3072 Latitude
36:37:12.18 Longitude
-95:09:20.79 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
46.77 NBI Text
13924 Vault Link
http://plansrv1/bridgemaintvault/b13924 GIS FO/SD
Meets Standards H Inv. Method
45.4 Latitude DD
36.62005 Longitude DD
-95.155775 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14050 x
-10592692.4190393 y
4386278.15579862 |
|||||||||||||||||||||||||||||||||||||
| 13923 | 2014 0530 X | 13923 | Custer | S.H. 33 | WASHITA RIVER O'FLOW | 2014 0530 X | 7-50ft. I-BEAM SPANS | 1957 | 35.63865556 | -99.28228611 | 351.503 | 32.001 | — | 7 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.5 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14049 BRKEY
13923 NBI No.
13923 On Under
1 Structure No.
2014 0530 X Control No.
014 Lane Ind.
Milepoint
05300 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER O'FLOW Division
05 County
039 Location
5.3 MI E JCT S.H. 34 Sufficiency
92.5 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 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
351.503 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13923 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-50ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2014 0530 X H Index
96.2403 Latitude
35:38:19.16 Longitude
-99:16:56.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 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
13923 Vault Link
http://plansrv1/bridgemaintvault/b13923 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.63865556 Longitude DD
-99.28228611 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14049 x
-11052053.5345573 y
4251014.17061406 |
|||||||||||||||||||||||||||||||||||||
| 13922 | 6103R0023NX | 13922 | Pittsburg | U.S. 69 | N BOUND US69B UNDER | 6103 0023NX | 2-49ft. 2-60ft. 2-56ft.IBM | 1957 | 34.89183611 | -95.78079444 | 331.001 | 32.999 | — | 6 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 4 | Failed (0) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 10100 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
14048 BRKEY
13922 NBI No.
13922 On Under
1 Structure No.
6103R0023NX Control No.
003 Lane Ind.
N Milepoint
00230 Facility Carried
U.S. 69 Feature Intersected
N BOUND US69B UNDER Division
02 County
121 Location
.6 MI N JCT US 69 Sufficiency
4 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1957 ADT Total
10100 ADT Year
2016 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.999 Span Type Main
M Material
3 - Steel Design
02 Length
331.001 Deck Width
32.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
16160 Future ADT Year
2036 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
55 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
1600 NBI Rating
13922 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0.299 Rt. Curb SW
0.299 Description
2-49ft. 2-60ft. 2-56ft.IBM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6103 0023NX H Index
86.0775 Latitude
34:53:30.61 Longitude
-95:46:50.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14 NBI Text
13922 Vault Link
http://plansrv1/bridgemaintvault/b13922 GIS FO/SD
SD H Inv. Method
0 Latitude DD
34.89183611 Longitude DD
-95.78079444 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
14048 x
-10662269.264836 y
4149191.80125343 |
|||||||||||||||||||||||||||||||||||||
| 13921 | 1801 0441WX | 13921 | Craig | U.S. 69 SB | WILL ROGERS TP I-44 UND | 1801 0441 X | 72ft.-88ft.-88ft.-72ft. I-BM SPANS | 1956 | 36.557269 | -95.220361 | 314.961 | 35 | — | 4 | 60 | 2 | 32.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.6 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14047 BRKEY
13921 NBI No.
13921 On Under
1 Structure No.
1801 0441WX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 69 SB Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
US 69 SB; @ JCT I-44 Sufficiency
54.6 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1956 ADT Total
4350 ADT Year
2022 Design Load
H 20 Skew
60 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
314.961 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.6 HS Inv. Rating Method
1 HS Inv. Method
26.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1601 Min Measured Clearance
1600 NBI Rating
13921 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
72ft.-88ft.-88ft.-72ft. I-BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801 0441 X H Index
83.2579 Latitude
36:33:26.17 Longitude
-95:13:13.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40.97 SB NBI Text
13921 Vault Link
http://plansrv1/bridgemaintvault/b13921 GIS FO/SD
SD H Inv. Method
14.5 Latitude DD
36.557269 Longitude DD
-95.220361 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14047 x
-10599882.0996717 y
4377574.1565979 |
|||||||||||||||||||||||||||||||||||||
| 13837 | 1801T0130 X | 13837 | Craig | CO. RD. E0340 | WILL ROGERS TP I-44 UND | 1801T0130 X | 34ft.,2-43ft.,34ft. I-BM S | 1957 | 36.52384722 | -95.25495 | 154.856 | 29.701 | — | 4 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.8 | 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 | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14046 BRKEY
13837 NBI No.
13837 On Under
1 Structure No.
1801T0130 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0340 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
035 Location
37.92 MI.NE OF TP.GATE Sufficiency
68.8 Kind Hwy
4 Level Service
1 Route No.
E0340 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
1957 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
154.856 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
6 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
5 HS Operating Rating Method
1 HS Operating Rating
64.706 HS Inv. Rating Method
1 HS Inv. Method
38.801 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1501 Max Measured Clearance
1501 Min Measured Clearance
1411 NBI Rating
13837 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
34ft.,2-43ft.,34ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0130 X H Index
97.7388 Latitude
36:31:25.85 Longitude
-95:15:17.82 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0340 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
37.92 NBI Text
13837 Vault Link
http://plansrv1/bridgemaintvault/b13837 GIS FO/SD
FO H Inv. Method
28.44 Latitude DD
36.52384722 Longitude DD
-95.25495 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14046 x
-10603732.5295387 y
4372943.42373112 |
|||||||||||||||||||||||||||||||||||||
| 13833 | 0104 0706 X | 13833 | Adair | U.S. 59 | SHELL BRANCH CREEK | 0104 0706 X | 40ft.-60ft.-40ft. I-BM SPANS SK.60 DEG. W/ 31ft. CLR.RDY. | 1957 | 35.92378611 | -94.61628889 | 142.06 | 33 | — | 3 | 30 | 2 | 31.171 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14042 BRKEY
13833 NBI No.
13833 On Under
1 Structure No.
0104 0706 X Control No.
004 Lane Ind.
Milepoint
07060 Facility Carried
U.S. 59 Feature Intersected
SHELL BRANCH CREEK Division
01 County
001 Location
7.0 MI.N.JCT.SH 51 Sufficiency
82.7 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
31.171 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.3 HS Inv. Rating Method
1 HS Inv. Method
44.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13833 ODOT County
01 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
40ft.-60ft.-40ft. I-BM SPANS SK.60 DEG. W/ 31ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0104 0706 X H Index
96.5813 Latitude
35:55:25.63 Longitude
-94:36:58.64 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13833 NBI Text
13833 Vault Link
http://plansrv1/bridgemaintvault/b13833 GIS FO/SD
Meets Standards H Inv. Method
35.5 Latitude DD
35.92378611 Longitude DD
-94.61628889 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
14042 x
-10532637.0999841 y
4290139.51942173 |
|||||||||||||||||||||||||||||||||||||
| 13832 | 2026 0541 X | 13832 | Custer | S.H. 47 | DEER CREEK | 2026 0541 X | 40ft.-60ft.-40ft. WEATHERING STEEL I-BEAM SPANS | 1957 | 35.754406 | -98.872422 | 141.076 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14041 BRKEY
13832 NBI No.
13832 On Under
1 Structure No.
2026 0541 X Control No.
026 Lane Ind.
Milepoint
05410 Facility Carried
S.H. 47 Feature Intersected
DEER CREEK Division
05 County
039 Location
5.5 MI E JCT U.S. 183 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
68 HS Inv. Rating Method
3 HS Inv. Method
53 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
960 Future ADT Year
2042 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13832 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2026 0541 X H Index
99.8973 Latitude
35:45:15.86 Longitude
-98:52:20.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 47 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
13832 Vault Link
http://plansrv1/bridgemaintvault/b13832 GIS FO/SD
Meets Standards H Inv. Method
52 Latitude DD
35.754406 Longitude DD
-98.872422 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14041 x
-11006427.6705377 y
4266880.42511579 |
|||||||||||||||||||||||||||||||||||||
| 13638 | 4512 2686 X | 13638 | McCurtain | S.H. 3 | MCKINNEY CREEK | 4512 2686 X | (10.25ft. - (3) 12.5ft. - 10.25ft.) X 9ft. X 32ft. LONG RCB | 1956 | 33.73593333 | -94.50805278 | 63.999 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 810 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14033 BRKEY
13638 NBI No.
13638 On Under
1 Structure No.
4512 2686 X Control No.
012 Lane Ind.
Milepoint
26860 Facility Carried
S.H. 3 Feature Intersected
MCKINNEY CREEK Division
02 County
089 Location
26.9 E JCT US-259 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00003 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
810 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
63.999 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1296 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
13638 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
(10.25ft. - (3) 12.5ft. - 10.25ft.) X 9ft. X 32ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4512 2686 X H Index
66.2918 Latitude
33:44:09.36 Longitude
-94:30:28.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50 NBI Text
13638 Vault Link
http://plansrv1/bridgemaintvault/b13638 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
33.73593333 Longitude DD
-94.50805278 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14033 x
-10520588.3113334 y
3993399.19870751 |
|||||||||||||||||||||||||||||||||||||
| 13637 | 3910 0828 X | 13637 | Latimer | S.H. 2 | FOURCHE MALINE CREEK | 3910 0828 X | (13ft. - 17ft. - 13ft.) X 12ft. X 88ft. LONG RCB SK 45° | 1956 | 35.00869167 | -95.32633611 | 66.499 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.2 | 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) | B | 940 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14032 BRKEY
13637 NBI No.
13637 On Under
1 Structure No.
3910 0828 X Control No.
010 Lane Ind.
Milepoint
08280 Facility Carried
S.H. 2 Feature Intersected
FOURCHE MALINE CREEK Division
02 County
077 Location
8.28 N JCT US-270 Sufficiency
78.2 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
940 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
66.499 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1504 Future ADT Year
2042 Bypass Detour
75.185914 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
13637 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 12ft. X 88ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3910 0828 X H Index
98.25 Latitude
35:00:31.29 Longitude
-95:19:34.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
034 NBI Text
13637 Vault Link
http://plansrv1/bridgemaintvault/b13637 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.00869167 Longitude DD
-95.32633611 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14032 x
-10611679.1949536 y
4165062.37003996 |
|||||||||||||||||||||||||||||||||||||
| 13636 | 0904 0492 X | 13636 | Canadian | I-40 BUS. | FOUR MILE CREEK | 0904 0492 X | (13ft.-17ft.-17ft.-13ft.)X 9ft.X 78ft. R.C.BOX W/ HANDRAIL ON NORTH CURB | 1956 | 35.53218889 | -97.97279722 | 62.169 | 0 | — | 4 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14031 BRKEY
13636 NBI No.
13636 On Under
1 Structure No.
0904 0492 X Control No.
004 Lane Ind.
Milepoint
04920 Facility Carried
I-40 BUS. Feature Intersected
FOUR MILE CREEK Division
04 County
017 Location
100' W. OF CNTRY CLUB RD Sufficiency
80 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
72.001 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
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.169 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
13760 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
13636 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-17ft.-13ft.)X 9ft.X 78ft. R.C.BOX W/ HANDRAIL ON NORTH CURB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0904 0492 X H Index
95.7764 Latitude
35:31:55.88 Longitude
-97:58:22.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. (OLD US 66) Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
13636 Vault Link
http://plansrv1/bridgemaintvault/b13636 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.53218889 Longitude DD
-97.97279722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14031 x
-10906281.898123 y
4236440.74819357 |
|||||||||||||||||||||||||||||||||||||
| 13937 | 5801T2280 X | 13937 | Ottawa | WILL ROGERS TPI-44 | SPRING RIVER | 5801T2280 X | 67ft.I-BM,3-101ft. PC BM,(148ft.,210ft.,148ft.SPG),41ft. I-BM SPANS | 1957 | 36.92528056 | -94.74320278 | 918.963 | 77.001 | — | 3 | 0 | 4 | 73.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14028 BRKEY
13937 NBI No.
13937 On Under
1 Structure No.
5801T2280 X Control No.
001 Lane Ind.
Milepoint
22800 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
SPRING RIVER Division
08 County
115 Location
80.00 MI NE OF TP GATE Sufficiency
91.1 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
19000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
73.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
918.963 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
7 Sub Rating
6 Chan. Rating
7 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
86.2 HS Inv. Rating Method
1 HS Inv. Method
51.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 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
13937 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
67ft.I-BM,3-101ft. PC BM,(148ft.,210ft.,148ft.SPG),41ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2280 X H Index
97.3649 Latitude
36:55:31.01 Longitude
-94:44:35.53 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
80.00 NBI Text
13937 Vault Link
http://plansrv1/bridgemaintvault/b13937 GIS FO/SD
Meets Standards H Inv. Method
29.5 Latitude DD
36.92528056 Longitude DD
-94.74320278 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14028 x
-10546765.0895935 y
4428696.97203382 |
|||||||||||||||||||||||||||||||||||||
| 13936 | 3418 0157 X | 13936 | Jefferson | S.H. 89 | MUD CREEK | 3418 0157 X | (64ft. - 80ft. - 64ft. CONT) 14 - 50ft. I-BEAM SPANS | 1957 | 34.0037 | -97.56964722 | 908.901 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 330 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14027 BRKEY
13936 NBI No.
13936 On Under
1 Structure No.
3418 0157 X Control No.
018 Lane Ind.
Milepoint
01570 Facility Carried
S.H. 89 Feature Intersected
MUD CREEK Division
07 County
067 Location
1.4 MI N JCT SH32 Sufficiency
92.9 Kind Hwy
3 Level Service
1 Route No.
00089 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
330 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
908.901 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
528 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13936 ODOT County
34 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
(64ft. - 80ft. - 64ft. CONT) 14 - 50ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3418 0157 X H Index
91.434 Latitude
34:00:13.32 Longitude
-97:34:10.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 89 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
050 NBI Text
13936 Vault Link
http://plansrv1/bridgemaintvault/b13936 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.0037 Longitude DD
-97.56964722 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14027 x
-10861403.4454097 y
4029298.85655618 |
|||||||||||||||||||||||||||||||||||||
| 13935 | 0212 0155 X | 13935 | Alfalfa | S.H. 8 | SALT FORK ARKANSAS RIVER | 0212 0155 X | 2(4-100ft. CONT.)2-50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1957 | 36.819767 | -98.360108 | 903 | 32 | — | 8 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.7 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14026 BRKEY
13935 NBI No.
13935 On Under
1 Structure No.
0212 0155 X Control No.
012 Lane Ind.
Milepoint
01550 Facility Carried
S.H. 8 Feature Intersected
SALT FORK ARKANSAS RIVER Division
06 County
003 Location
1.6 MI.N.JCT.US64 Sufficiency
65.7 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
8 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
28 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
903 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.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
39.767756 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
13935 ODOT County
02 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT.)2-50ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 0155 X H Index
94.2861 Latitude
36:49:11.16 Longitude
-98:21:36.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
5 NBI Text
13935 Vault Link
http://plansrv1/bridgemaintvault/b13935 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
36.819767 Longitude DD
-98.360108 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14026 x
-10949397.1369314 y
4414014.31816441 |
|||||||||||||||||||||||||||||||||||||
| 13933 | 4220 0104 X | 13933 | Logan | S.H. 74 | CIMARRON RIVER | 4220 0104 X | 2(4-100ft. CONT.) I-BM | 1957 | 35.88582222 | -97.59000556 | 803 | 42 | — | 8 | 0 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.3 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14024 BRKEY
13933 NBI No.
13933 On Under
1 Structure No.
4220 0104 X Control No.
020 Lane Ind.
Milepoint
01040 Facility Carried
S.H. 74 Feature Intersected
CIMARRON RIVER Division
04 County
083 Location
1.1 MI N JCT SH 33 Sufficiency
71.3 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
5300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
803 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8480 Future ADT Year
2042 Bypass Detour
37.903642 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
13933 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT.) I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4220 0104 X H Index
94.5723 Latitude
35:53:08.96 Longitude
-97:35:24.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 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
13933 Vault Link
http://plansrv1/bridgemaintvault/b13933 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.88582222 Longitude DD
-97.59000556 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14024 x
-10863669.7254519 y
4284922.03751645 |
|||||||||||||||||||||||||||||||||||||
| 13831 | 2545 0236 X | 13831 | Garvin | S.H. 59B | DRAINAGE DITCH | 2545 0236 X | 40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1957 | 34.854847 | -97.563892 | 141.076 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.3 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14023 BRKEY
13831 NBI No.
13831 On Under
1 Structure No.
2545 0236 X Control No.
045 Lane Ind.
Milepoint
02360 Facility Carried
S.H. 59B Feature Intersected
DRAINAGE DITCH Division
03 County
049 Location
2.4 MI N E JCT SH 19 Sufficiency
87.3 Kind Hwy
3 Level Service
1 Route No.
0059B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
112.1 HS Inv. Rating Method
3 HS Inv. Method
86.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2880 Future ADT Year
2042 Bypass Detour
27.961703 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
13831 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2545 0236 X H Index
93.7544 Latitude
34:51:17.45 Longitude
-97:33:50.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59B 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
13831 Vault Link
http://plansrv1/bridgemaintvault/b13831 GIS FO/SD
Meets Standards H Inv. Method
86.4 Latitude DD
34.854847 Longitude DD
-97.563892 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14023 x
-10860762.7772499 y
4144172.88521024 |
|||||||||||||||||||||||||||||||||||||
| 13830 | 6602R0170EX | 13830 | Rogers | S.H. 66 | SPUNKY CREEK | 6602R0170EX | 40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1957 | 36.18771389 | -95.7398 | 142.06 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.2 | Fair (5) | 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) | B | 10470 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
14022 BRKEY
13830 NBI No.
13830 On Under
1 Structure No.
6602R0170EX Control No.
002 Lane Ind.
E Milepoint
01700 Facility Carried
S.H. 66 Feature Intersected
SPUNKY CREEK Division
08 County
131 Location
1.7 MI N JCT I 44 Sufficiency
61.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.887 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
10470 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.073 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
27.778 HS Inv. Rating Method
2 HS Inv. Method
22.377 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8750 Future ADT Year
2017 Bypass Detour
3.106856 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
13830 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6602R0170EX H Index
100 Latitude
36:11:15.77 Longitude
-95:44:23.28 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 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
13830 Vault Link
http://plansrv1/bridgemaintvault/b13830 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.18771389 Longitude DD
-95.7398 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
14022 x
-10657705.7846498 y
4326481.3498116 |
|||||||||||||||||||||||||||||||||||||
| 13828 | 1801T1165 X | 13828 | Craig | WILL ROGERS TPI-44 | I-44 RAMP UNDER | 1801T1170 X | 36ft.,58ft.,37ft. I-BM SPA | 1957 | 36.63237778 | -95.13312778 | 132.874 | 96.601 | — | 3 | 0 | 5 | 93.599 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.9 | 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
14020 BRKEY
13828 NBI No.
13828 On Under
1 Structure No.
1801T1165 X Control No.
001 Lane Ind.
Milepoint
11650 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
I-44 RAMP UNDER Division
08 County
035 Location
48.38 MI NE OF TP GATE Sufficiency
84.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
93.599 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
0 No. Main Spans
3 Road Width
93.599 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
11.001 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
132.874 Deck Width
96.601 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
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.4 HS Inv. Rating Method
1 HS Inv. Method
41 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
1603 Max Measured Clearance
1607 Min Measured Clearance
1606 NBI Rating
13828 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.,58ft.,37ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T1170 X H Index
82.395 Latitude
36:37:56.56 Longitude
-95:07:59.26 I257A
1 I257B
1 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
48.38 NBI Text
13828 Vault Link
http://plansrv1/bridgemaintvault/b13828 GIS FO/SD
Meets Standards H Inv. Method
27.5 Latitude DD
36.63237778 Longitude DD
-95.13312778 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14020 x
-10590171.342041 y
4387988.11956332 |
|||||||||||||||||||||||||||||||||||||
| 13826 | 4941T0690 X | 13826 | Mayes | WILL ROGERS TPI-44 | LITTLE PRYOR CREEK | 4941T0690 X | 3-45ft. I-BM SPANS | 1957 | 36.45595 | -95.35706667 | 139.108 | 76.601 | — | 3 | 20 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.1 | Satisfactory (6) | 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 | 15000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14018 BRKEY
13826 NBI No.
13826 On Under
1 Structure No.
4941T0690 X Control No.
041 Lane Ind.
Milepoint
06900 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
LITTLE PRYOR CREEK Division
08 County
097 Location
30.5 MI.NE OF T.P.GATE Sufficiency
87.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 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
15000 ADT Year
2022 Design Load
HS 20 Skew
20 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
139.108 Deck Width
76.601 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29.5 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
13826 ODOT County
49 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
3-45ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4941T0690 X H Index
98.4987 Latitude
36:27:21.42 Longitude
-95:21:25.44 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30.54 NBI Text
13826 Vault Link
http://plansrv1/bridgemaintvault/b13826 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.45595 Longitude DD
-95.35706667 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14018 x
-10615100.1052446 y
4363542.12423611 |
|||||||||||||||||||||||||||||||||||||
| 13728 | 1801T0018 X | 13728 | Craig | WILL ROGERS TPI-44 | CRAIG CREEK | 1801T0000 X | 3-12ft.X 11ft. RC BOX | 1957 | 36.51206389 | -95.26851389 | 37.999 | 115 | — | 3 | 0 | 4 | 112.999 | 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
14016 BRKEY
13728 NBI No.
13728 On Under
1 Structure No.
1801T0018 X Control No.
001 Lane Ind.
Milepoint
00180 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CRAIG CREEK Division
08 County
035 Location
36.82 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
112.999 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
37.999 Deck Width
115 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
6 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
13728 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 11ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0000 X H Index
93.4 Latitude
36:30:43.43 Longitude
-95:16:06.65 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
36.80 NBI Text
13728 Vault Link
http://plansrv1/bridgemaintvault/b13728 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.51206389 Longitude DD
-95.26851389 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14016 x
-10605242.4548667 y
4371311.26920818 |
|||||||||||||||||||||||||||||||||||||
| 13727 | 5801T2940 X | 13727 | Ottawa | WILL ROGERS TPI-44 | CREEK | 5801T2940 X | 2-10ft.X 10ft.X231ft. RC BOX | 1957 | 36.976225 | -94.64203333 | 20.997 | 232.999 | — | 2 | 0 | 4 | 231.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.2 | 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 | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14015 BRKEY
13727 NBI No.
13727 On Under
1 Structure No.
5801T2940 X Control No.
001 Lane Ind.
Milepoint
29400 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
115 Location
86.60 MI NE OF TP GATE Sufficiency
95.2 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
19000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
231.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
18 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
232.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
30400 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
13727 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 10ft.X231ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2940 X H Index
98.35 Latitude
36:58:34.41 Longitude
-94:38:31.32 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
86.60 NBI Text
13727 Vault Link
http://plansrv1/bridgemaintvault/b13727 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.976225 Longitude DD
-94.64203333 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14015 x
-10535502.9579356 y
4435793.37676715 |
|||||||||||||||||||||||||||||||||||||
| 13726 | 5801T2814 X | 13726 | Ottawa | WILL ROGERS TPI-44 | CREEK | 5801T2814 X | 2-10ft.X 8ft.X121ft. RC BOX | 1957 | 36.96201944 | -94.66056389 | 21.001 | 122.999 | — | 2 | 0 | 4 | 121.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.7 | 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 | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14014 BRKEY
13726 NBI No.
13726 On Under
1 Structure No.
5801T2814 X Control No.
001 Lane Ind.
Milepoint
28140 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
115 Location
85.19 MI NE OF TP GATE Sufficiency
81.7 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
19000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
121.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
122.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 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
30400 Future ADT Year
2042 Bypass Detour
47.845582 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
13726 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X121ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2814 X H Index
99.1951 Latitude
36:57:43.27 Longitude
-94:39:38.03 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
85.20 NBI Text
13726 Vault Link
http://plansrv1/bridgemaintvault/b13726 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.96201944 Longitude DD
-94.66056389 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14014 x
-10537565.7704389 y
4433814.1083915 |
|||||||||||||||||||||||||||||||||||||
| 13725 | 5801T2740 X | 13725 | Ottawa | WILL ROGERS TPI-44 | CREEK | 5801T2740 X | 2-10ft.X 6ft.X109ft. RC BOX SK 30 LF | 1957 | 36.95488056 | -94.66978333 | 24.199 | 111.001 | — | 2 | 30 | 4 | 108.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.7 | 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 | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14013 BRKEY
13725 NBI No.
13725 On Under
1 Structure No.
5801T2740 X Control No.
001 Lane Ind.
Milepoint
27400 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
115 Location
84.60 MI NE OF TP GATE Sufficiency
83.7 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
19000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
108.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
111.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
30400 Future ADT Year
2042 Bypass Detour
47.845582 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
13725 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X109ft. RC BOX SK 30 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2740 X H Index
99.6179 Latitude
36:57:17.57 Longitude
-94:40:11.22 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
84.60 NBI Text
13725 Vault Link
http://plansrv1/bridgemaintvault/b13725 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.95488056 Longitude DD
-94.66978333 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14013 x
-10538592.0738051 y
4432819.58379394 |
|||||||||||||||||||||||||||||||||||||
| 13724 | 5801T2620 X | 13724 | Ottawa | WILL ROGERS TPI-44 | CREEK | 5801T2620 X | 2-12ft.X 10ft.X140ft. RC BOX SK 30 LF | 1957 | 36.94304444 | -94.68547778 | 28.901 | 142.001 | — | 2 | 30 | 4 | 140 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.7 | 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 | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14012 BRKEY
13724 NBI No.
13724 On Under
1 Structure No.
5801T2620 X Control No.
001 Lane Ind.
Milepoint
26200 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
115 Location
83.26 MI NE OF TP GATE Sufficiency
83.7 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
19000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
140 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
28.901 Deck Width
142.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
30400 Future ADT Year
2042 Bypass Detour
47.845582 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
13724 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 10ft.X140ft. RC BOX SK 30 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T2620 X H Index
96.7 Latitude
36:56:34.96 Longitude
-94:41:07.72 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
83.40 NBI Text
13724 Vault Link
http://plansrv1/bridgemaintvault/b13724 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.94304444 Longitude DD
-94.68547778 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14012 x
-10540339.1719874 y
4431170.88732511 |
|||||||||||||||||||||||||||||||||||||
| 13630 | 3320 0764 X | 13630 | Jackson | S.H. 5 | CREEK | 3320 0764 X | (10ft.-12ft.-12ft.-10ft.)X6ft.X32ft. RDY. R.C.BOX | 1956 | 34.49208611 | -99.76038333 | 49.869 | 34.003 | — | 4 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 190 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14008 BRKEY
13630 NBI No.
13630 On Under
1 Structure No.
3320 0764 X Control No.
020 Lane Ind.
Milepoint
07640 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
065 Location
7.8 MI NW JCT S.H. 6 Sufficiency
98.2 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1956 ADT Total
190 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
29.003 Span Type Main
M Material
1 - Concrete Design
19 Length
49.869 Deck Width
34.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
43.872 HS Inv. Rating Method
3 HS Inv. Method
33.841 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
304 Future ADT Year
2042 Bypass Detour
49.999872 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13630 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10ft.-12ft.-12ft.-10ft.)X6ft.X32ft. RDY. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3320 0764 X H Index
85.9813 Latitude
34:29:31.51 Longitude
-99:45:37.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13630 Vault Link
http://plansrv1/bridgemaintvault/b13630 GIS FO/SD
Meets Standards H Inv. Method
18.85 Latitude DD
34.49208611 Longitude DD
-99.76038333 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14008 x
-11105275.0736374 y
4095070.11628548 |
|||||||||||||||||||||||||||||||||||||
| 13920 | 6630R1380 X | 13920 | Rogers | S.H. 20 | WILL ROGERS TP I-44 UND | 6630R1380 X | 64,2-134,104 PRESTRE | 1994 | 36.315 | -95.56 | 399.934 | 76.001 | — | 4 | 30 | 4 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Not applicable (N) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | Y | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
14005 BRKEY
13920 NBI No.
13920 On Under
1 Structure No.
6630R1380 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 20 Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
JCT SH 20 & W.R. TP Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
-1 Bridge System
Y Owner
31 - State Toll Authority Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
-1 ADT Year
2005 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
-1 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
399.934 Deck Width
76.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N 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
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
-2 Future ADT Year
2025 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
13920 ODOT County
66 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
64,2-134,104 PRESTRE Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6630R1380 X H Index
100 Latitude
36:18:54 Longitude
-95:33:36 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14.28 NBI Text
13920 Vault Link
http://plansrv1/bridgemaintvault/b13920 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.315 Longitude DD
-95.56 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
14005 x
-10637690.5402052 y
4344051.90206755 |
|||||||||||||||||||||||||||||||||||||
| 13919 | 0844R0034 X | 13919 | Caddo | S.H. 58 | DEER CREEK | 0844 0034 X | (64ft.-80ft.-64ft. CONT.)2 | 1957 | 35.541167 | -98.578317 | 311.001 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.8 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3100 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
14004 BRKEY
13919 NBI No.
13919 On Under
1 Structure No.
0844R0034 X Control No.
044 Lane Ind.
Milepoint
00340 Facility Carried
S.H. 58 Feature Intersected
DEER CREEK Division
05 County
015 Location
.4 MI N JCT I-40 Sufficiency
51.8 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1957 ADT Total
3100 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
311.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
55.116 HS Inv. Rating Method
1 HS Inv. Method
33.069 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2035 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13919 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(64ft.-80ft.-64ft. CONT.)2 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0844 0034 X H Index
62.2424 Latitude
35:32:28.2 Longitude
-98:34:41.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13919 Vault Link
http://plansrv1/bridgemaintvault/b13919 GIS FO/SD
SD H Inv. Method
25.574 Latitude DD
35.541167 Longitude DD
-98.578317 ODOT County Number
8 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14004 x
-10973688.0516979 y
4237668.94663138 |
|||||||||||||||||||||||||||||||||||||
| 13918 | 5801R3020 X | 13918 | Ottawa | WILL ROGERS TPI-44 | FIVE MILE CREEK | 5801T3020 X | 59ft. I-BM, 160ft. DECK TRUSS, 83ft. I-BM SPANS | 1957 | 36.98439722 | -94.63301389 | 305.499 | 74.669 | — | 1 | 0 | 4 | 69.701 | 3 - Steel | Truss — Deck (09) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.7 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19000 | 2011 | 5 | Bridge #2 Matched |
|
Raw data
OBJECTID
14003 BRKEY
13918 NBI No.
13918 On Under
1 Structure No.
5801R3020 X Control No.
001 Lane Ind.
Milepoint
30200 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
FIVE MILE CREEK Division
08 County
115 Location
87.36 MI NE OF TP GATE Sufficiency
79.7 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
19000 ADT Year
2011 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
69.701 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
09 Length
305.499 Deck Width
74.669 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
30400 Future ADT Year
2031 Bypass Detour
47.845582 School Bus Rte.
- 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
13918 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
59ft. I-BM, 160ft. DECK TRUSS, 83ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5801T3020 X H Index
99.626 Latitude
36:59:03.83 Longitude
-94:37:58.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
9 - Truss - Deck FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
87.36 NBI Text
13918 Vault Link
http://plansrv1/bridgemaintvault/b13918 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.98439722 Longitude DD
-94.63301389 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14003 x
-10534498.9184676 y
4436932.18402229 |
|||||||||||||||||||||||||||||||||||||
| 13917 | 1801T0941 X | 13917 | Craig | WILL ROGERS TPI-44 | BIG CABIN CREEK | 1801T0960 X | 3-100ft. STEEL BM. | 1957 | 36.61588611 | -95.16769722 | 304.134 | 74.8 | — | 3 | 30 | 4 | 68.999 | 4 - Steel Continuous | 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 | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14002 BRKEY
13917 NBI No.
13917 On Under
1 Structure No.
1801T0941 X Control No.
001 Lane Ind.
Milepoint
09410 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
BIG CABIN CREEK Division
08 County
035 Location
46.10 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
19700 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
4 - Steel Continuous Design
02 Length
304.134 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.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.3 HS Inv. Rating Method
1 HS Inv. Method
45.7 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
13917 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
3-100ft. STEEL BM. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0960 X H Index
86.9725 Latitude
36:36:57.19 Longitude
-95:10:03.71 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
46.10 NBI Text
13917 Vault Link
http://plansrv1/bridgemaintvault/b13917 GIS FO/SD
Meets Standards H Inv. Method
30.4 Latitude DD
36.61588611 Longitude DD
-95.16769722 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
14002 x
-10594019.5944988 y
4385700.65202988 |
|||||||||||||||||||||||||||||||||||||
| 13915 | 3824 0137 X | 13915 | Kiowa | S.H. 44A | NORTH FORK OF RED RIVER | 3824 0137 X | 5-55ft. I-BM. SPANS WITH 2- 3ft. SIDEWALKS | 1957 | 34.888808 | -99.307369 | 275 | 35 | — | 5 | 0 | 2 | 28 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
14000 BRKEY
13915 NBI No.
13915 On Under
1 Structure No.
3824 0137 X Control No.
024 Lane Ind.
Milepoint
01370 Facility Carried
S.H. 44A Feature Intersected
NORTH FORK OF RED RIVER Division
05 County
075 Location
1.4 MI N SH44 Sufficiency
95.4 Kind Hwy
3 Level Service
1 Route No.
0044A Service Type On
5 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
07 - Major Collector (Rural) Year Built
1957 ADT Total
540 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
275 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
63.4 HS Inv. Rating Method
3 HS Inv. Method
48.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
864 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13915 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
3 Rt. Curb SW
3 Description
5-55ft. I-BM. SPANS WITH 2- 3ft. SIDEWALKS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3824 0137 X H Index
83.6433 Latitude
34:53:19.71 Longitude
-99:18:26.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 44A 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
13915 Vault Link
http://plansrv1/bridgemaintvault/b13915 GIS FO/SD
Meets Standards H Inv. Method
48.8 Latitude DD
34.888808 Longitude DD
-99.307369 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
14000 x
-11054845.7490997 y
4148780.84328071 |
|||||||||||||||||||||||||||||||||||||
| 13825 | 6636 0360 X | 13825 | Rogers | I-44 WB | S.H. 66 EB UNDER | 6636 0360NX | 39ft.-52ft.-39ft.CONT SLAB | 1957 | 36.16390833 | -95.75210278 | 131.89 | 35.105 | — | 3 | 23 | 2 | 29.856 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 44400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13999 BRKEY
13825 NBI No.
13825 On Under
1 Structure No.
6636 0360 X Control No.
036 Lane Ind.
Milepoint
03600 Facility Carried
I-44 WB Feature Intersected
S.H. 66 EB UNDER Division
08 County
131 Location
.6 MI E TULSA-ROGERS Sufficiency
53 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29.856 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
44400 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
3 Road Width
29.856 Ref. Underclearance Rt.
H Underclearance Right
22.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.026 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
131.89 Deck Width
35.105 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
71040 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1807 Min Measured Clearance
1602 NBI Rating
13825 ODOT County
66 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.-52ft.-39ft.CONT SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6636 0360NX H Index
93.4787 Latitude
36:09:50.07 Longitude
-95:45:07.57 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-44 WB Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13825 Vault Link
http://plansrv1/bridgemaintvault/b13825 GIS FO/SD
FO H Inv. Method
24.4 Latitude DD
36.16390833 Longitude DD
-95.75210278 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13999 x
-10659075.3238548 y
4323198.40703741 |
|||||||||||||||||||||||||||||||||||||
| 13823 | 5801T0920 X | 13823 | Ottawa | WILL ROGERS TPI-44 | HUDSON CREEK | 5801T0920 X | 3- 40ft. PC BM. SPANS | 1996 | 36.78508611 | -94.88758611 | 123.031 | 74.8 | — | 3 | 30 | 4 | 68.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 18400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13997 BRKEY
13823 NBI No.
13823 On Under
1 Structure No.
5801T0920 X Control No.
001 Lane Ind.
Milepoint
09200 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
HUDSON CREEK Division
08 County
115 Location
66.30 MI NE OF TP GATE Sufficiency
91.2 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
1996 ADT Total
18400 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
5 - Prestressed Concrete Design
02 Length
123.031 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
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.1 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 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
13823 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
3- 40ft. PC BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5801T0920 X H Index
99.9171 Latitude
36:47:06.31 Longitude
-94:53:15.31 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
66.30 NBI Text
13823 Vault Link
http://plansrv1/bridgemaintvault/b13823 GIS FO/SD
Meets Standards H Inv. Method
29.4 Latitude DD
36.78508611 Longitude DD
-94.88758611 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13997 x
-10562837.7683681 y
4409192.74927855 |
|||||||||||||||||||||||||||||||||||||
| 13822 | 1801T0660 X | 13822 | Craig | WILL ROGERS TPI-44 | WHITE OAK CREEK O'FLOW | 1801T0660 X | 41ft.,45ft.,41ft. I-BM SPA | 1957 | 36.58571944 | -95.20083333 | 127.953 | 74.701 | — | 3 | 0 | 4 | 69.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 19700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13996 BRKEY
13822 NBI No.
13822 On Under
1 Structure No.
1801T0660 X Control No.
001 Lane Ind.
Milepoint
06600 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
WHITE OAK CREEK O'FLOW Division
08 County
035 Location
43.05 MI.NE OF TP GATE Sufficiency
91 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
69.003 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1957 ADT Total
19700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
69.003 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
83.002 Span Type Main
M Material
3 - Steel Design
02 Length
127.953 Deck Width
74.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.3 HS Inv. Rating Method
1 HS Inv. Method
56 H Operating Rating
1 H Inv. Rating Method
2 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
13822 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
41ft.,45ft.,41ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1801T0660 X H Index
94.4792 Latitude
36:35:08.59 Longitude
-95:12:03 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
43.05 NBI Text
13822 Vault Link
http://plansrv1/bridgemaintvault/b13822 GIS FO/SD
Meets Standards H Inv. Method
39.6 Latitude DD
36.58571944 Longitude DD
-95.20083333 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13996 x
-10597708.2893909 y
4381517.66713903 |
|||||||||||||||||||||||||||||||||||||
| 13821 | 1316 0343 X | 13821 | Cimarron | U.S. 56 | CREEK | 1316 0343 X | 2(10.25,3-12.5,10.25)X10X42.4ft.RCB W/ CONCR | 1957 | 36.782425 | -102.32908333 | 125.984 | 42.402 | — | 10 | 0 | 2 | 40.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13995 BRKEY
13821 NBI No.
13821 On Under
1 Structure No.
1316 0343 X Control No.
016 Lane Ind.
Milepoint
03430 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
025 Location
3.5 MI. NE. JCT. US64 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.4 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
590 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
40.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
125.984 Deck Width
42.402 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
944 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
13821 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
2(10.25,3-12.5,10.25)X10X42.4ft.RCB W/ CONCR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1316 0343 X H Index
83.0183 Latitude
36:46:56.73 Longitude
-102:19:44.7 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
13821 Vault Link
http://plansrv1/bridgemaintvault/b13821 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.782425 Longitude DD
-102.32908333 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13995 x
-11391221.4496381 y
4408822.8741678 |
|||||||||||||||||||||||||||||||||||||
| 13820 | 4516 0290 X | 13820 | McCurtain | U.S. 259 | YANUBBEE CREEK | 4516 0290 X | (3) 40ft. I-BEAM SK 30° | 1957 | 34.06852222 | -94.73843056 | 122.001 | 42.21 | — | 3 | 30 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13994 BRKEY
13820 NBI No.
13820 On Under
1 Structure No.
4516 0290 X Control No.
016 Lane Ind.
Milepoint
02900 Facility Carried
U.S. 259 Feature Intersected
YANUBBEE CREEK Division
02 County
089 Location
2.9 N JCT US-70 Sufficiency
82.7 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1957 ADT Total
6900 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99 Underclearance Left
99 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
122.001 Deck Width
42.21 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
70.214944 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
13820 ODOT County
45 Nav. Control
0 Nav. HC
40 Lft. Br. Nav. Cl.
99 Nav. VC
99 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
(3) 40ft. I-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4516 0290 X H Index
83.784 Latitude
34:04:06.68 Longitude
-94:44:18.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52 NBI Text
13820 Vault Link
http://plansrv1/bridgemaintvault/b13820 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.06852222 Longitude DD
-94.73843056 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13994 x
-10546233.8484931 y
4038006.6013568 |
|||||||||||||||||||||||||||||||||||||
| 13723 | 2606 1906 X | 13723 | Grady | U.S. 81 | CREEK | 2606 1906 X | 2-10ft. X 10ft. X 118ft. R.C.BOXWITH 2ft. ADDTIONAL CURTAIN WALLS DOWNSTREAM | 1957 | 34.95216944 | -97.95221389 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 6600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13993 BRKEY
13723 NBI No.
13723 On Under
1 Structure No.
2606 1906 X Control No.
006 Lane Ind.
Milepoint
19060 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
051 Location
11.8 MI N SH 19 Sufficiency
69.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1957 ADT Total
6600 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
4 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
75 HS Inv. Rating Method
1 HS Inv. Method
44.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10560 Future ADT Year
2042 Bypass Detour
58.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13723 ODOT County
26 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 118ft. R.C.BOXWITH 2ft. ADDTIONAL CURTAIN WALLS DOWNSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2606 1906 X H Index
99.3203 Latitude
34:57:07.81 Longitude
-97:57:07.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30-26 NBI Text
13723 Vault Link
http://plansrv1/bridgemaintvault/b13723 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.95216944 Longitude DD
-97.95221389 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13993 x
-10903990.5723086 y
4157383.06025011 |