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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| 17176 | 5542 0461WXR | 17176 | Oklahoma | I-235 SB ONRMPS/RR | OKLAHOMA CREEK | 5542 0461WXR | 3-10ft. X 10ft. X 911ft. R.C. BOX W/ CURVES EACH END, 8 FT CURTAIN WALLS | 1968 | 35.522025 | -97.517956 | 47.999 | 0 | — | 3 | 45 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16691 BRKEY
17176 NBI No.
17176 On Under
1 Structure No.
5542 0461WXR Control No.
042 Lane Ind.
W Milepoint
04610 Facility Carried
I-235 SB ONRMPS/RR Feature Intersected
OKLAHOMA CREEK Division
04 County
109 Location
4.6 MI N OF I-40 Sufficiency
80.5 Kind Hwy
1 Level Service
7 Route No.
00235 Service Type On
4 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25 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
1968 ADT Total
34000 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
1 Fill RCB
22 Appr. Roadway Width
25 Span Type Main
M Material
1 - Concrete Design
19 Length
47.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
44.09 HS Inv. Rating Method
1 HS Inv. Method
26.45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
54400 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17176 ODOT County
55 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
3-10ft. X 10ft. X 911ft. R.C. BOX W/ CURVES EACH END, 8 FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5542 0461WXR H Index
98.8385 Latitude
35:31:19.29 Longitude
-97:31:04.64 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-235 SB ONRMPS/RR Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
17176 Vault Link
http://plansrv1/bridgemaintvault/b17176 GIS FO/SD
Meets Standards H Inv. Method
19.98 Latitude DD
35.522025 Longitude DD
-97.517956 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16691 x
-10855649.2051209 y
4235050.50183299 |
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| 17175 | 6135T0390 X | 17175 | Pittsburg | IND. NATION TP | ROCK CREEK | 6135T0390 X | 12ft.-14ft.-12ft. X 14ft. X 168ft. RCB | 1968 | 34.65090556 | -95.72726111 | 40 | 170 | — | 3 | 0 | 4 | 167.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16690 BRKEY
17175 NBI No.
17175 On Under
1 Structure No.
6135T0390 X Control No.
035 Lane Ind.
Milepoint
03900 Facility Carried
IND. NATION TP Feature Intersected
ROCK CREEK Division
02 County
121 Location
56.51 MI'S S. JCT I-40 Sufficiency
98.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
167.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
16 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
170 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6080 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
17175 ODOT County
61 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
12ft.-14ft.-12ft. X 14ft. X 168ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T0390 X H Index
98.68 Latitude
34:39:03.26 Longitude
-95:43:38.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
56.67 NBI Text
17175 Vault Link
http://plansrv1/bridgemaintvault/b17175 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.65090556 Longitude DD
-95.72726111 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16690 x
-10656309.9617999 y
4116541.22200779 |
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| 16992 | 7209 1017 X | 16992 | Tulsa | YALE AVE. | I-244 UNDER | 7209 1017 X | 2-90ft.CONPLT GRDR | 1967 | 36.15888889 | -95.9225 | 181.5 | 97.5 | — | 2 | 5 | 6 | 37 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16683 BRKEY
16992 NBI No.
16992 On Under
1 Structure No.
7209 1017 X Control No.
Lane Ind.
Milepoint
Facility Carried
YALE AVE. Feature Intersected
I-244 UNDER Division
08 County
143 Location
10.1 MI N & E I-44 Sufficiency
77 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
78 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1967 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
5 No. Main Spans
2 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
78 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
181.5 Deck Width
97.5 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.2 HS Inv. Rating Method
3 HS Inv. Method
41.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1703 Min Measured Clearance
1606 NBI Rating
16992 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
8.666 Rt. Curb SW
8.666 Description
2-90ft.CONPLT GRDR Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1017 X H Index
67.0666 Latitude
36:09:32 Longitude
-95:55:21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
YALE AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16992 Vault Link
http://plansrv1/bridgemaintvault/b16992 GIS FO/SD
FO H Inv. Method
41.1 Latitude DD
36.15888889 Longitude DD
-95.9225 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16683 x
-10678043.8556178 y
4322506.32064865 |
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| 16991 | 7209 0967 X | 16991 | Tulsa | PITTSBURG AVE. | I-244 UNDER | 7209 0967 X | 2-90ft.CONPLT GRDR | 1967 | 36.15916667 | -95.93138889 | 181.5 | 82.66 | — | 2 | 0 | 5 | 26 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16682 BRKEY
16991 NBI No.
16991 On Under
1 Structure No.
7209 0967 X Control No.
Lane Ind.
Milepoint
Facility Carried
PITTSBURG AVE. Feature Intersected
I-244 UNDER Division
08 County
143 Location
2.67 MI E JCT I 444 Sufficiency
79 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
80.66 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1967 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
8 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
83 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
181.5 Deck Width
82.66 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
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.9 HS Inv. Rating Method
3 HS Inv. Method
38.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1606 Min Measured Clearance
1601 NBI Rating
16991 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
8.75 Rt. Curb SW
5 Description
2-90ft.CONPLT GRDR Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0967 X H Index
63.7713 Latitude
36:09:33 Longitude
-95:55:53 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
PITTSBURG AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16991 Vault Link
http://plansrv1/bridgemaintvault/b16991 GIS FO/SD
FO H Inv. Method
38.5 Latitude DD
36.15916667 Longitude DD
-95.93138889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16682 x
-10679033.3623263 y
4322544.62012894 |
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| 16990 | 7209 0917 X | 16990 | Tulsa | HARVARD AVE. | I-244 UNDER | 7209 0917 X | 2-90ft.CONPLT GRDR | 1967 | 36.15944444 | -95.94027778 | 181.5 | 86.5 | — | 2 | 0 | 5 | 26 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16681 BRKEY
16990 NBI No.
16990 On Under
1 Structure No.
7209 0917 X Control No.
Lane Ind.
Milepoint
Facility Carried
HARVARD AVE. Feature Intersected
I-244 UNDER Division
08 County
143 Location
9.1 MI N & E OF I-44 Sufficiency
76.6 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
84 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1967 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
86.5 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
181.5 Deck Width
86.5 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
44.6 HS Inv. Rating Method
3 HS Inv. Method
34.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.999891 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1704 Max Measured Clearance
1707 Min Measured Clearance
1608 NBI Rating
16990 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
8.666 Rt. Curb SW
8.666 Description
2-90ft.CONPLT GRDR Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0917 X H Index
74.3519 Latitude
36:09:34 Longitude
-95:56:25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
HARVARD AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16990 Vault Link
http://plansrv1/bridgemaintvault/b16990 GIS FO/SD
FO H Inv. Method
34.4 Latitude DD
36.15944444 Longitude DD
-95.94027778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16681 x
-10680022.8690348 y
4322582.91836615 |
|||||||||||||||||||||||||||||||||||||
| 16989 | 7502 0506 X | 16989 | Washita | CANUTE RD. | I-40 UNDER | 7502 0506 X | 2-91ft. CONT. PLATE GIRDER SPANS, SK. 20 DEG. R.F. | 1967 | 35.42527778 | -99.27583333 | 184.055 | 33 | — | 2 | 18 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.3 | Satisfactory (6) | 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) | A | 1330 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16680 BRKEY
16989 NBI No.
16989 On Under
1 Structure No.
7502 0506 X Control No.
Lane Ind.
Milepoint
Facility Carried
CANUTE RD. Feature Intersected
I-40 UNDER Division
05 County
149 Location
5.0 MI E BECKHAM C/L Sufficiency
82.3 Kind Hwy
4 Level Service
1 Route No.
N2080 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
1330 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
13.999 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
184.055 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50.3 HS Inv. Rating Method
1 HS Inv. Method
30.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2420 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1708 Min Measured Clearance
1510 NBI Rating
16989 ODOT County
75 Nav. Control
N 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
2-91ft. CONT. PLATE GIRDER SPANS, SK. 20 DEG. R.F. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 0506 X H Index
74.1651 Latitude
35:25:31 Longitude
-99:16:33 I257A
1 I257B
0 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
CANUTE ROAD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
16989 Vault Link
http://plansrv1/bridgemaintvault/b16989 GIS FO/SD
Meets Standards H Inv. Method
19.1 Latitude DD
35.42527778 Longitude DD
-99.27583333 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16680 x
-11051335.2143735 y
4221825.93707657 |
|||||||||||||||||||||||||||||||||||||
| 16987 | 0317 1361 X | 16987 | Atoka | S.H. 43 | MCGEE CREEK O'FLOW | 0317 1361 X | (7) 25ft. CONCRETE SLAB | 1967 | 34.50653611 | -95.83556667 | 177.001 | 32.999 | — | 7 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16678 BRKEY
16987 NBI No.
16987 On Under
1 Structure No.
0317 1361 X Control No.
017 Lane Ind.
Milepoint
13610 Facility Carried
S.H. 43 Feature Intersected
MCGEE CREEK O'FLOW Division
02 County
005 Location
13.61 E JCT US-69 Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00043 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1967 ADT Total
480 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
177.001 Deck Width
32.999 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
7 Super Rating
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.6 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2042 Bypass Detour
52.19518 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
16987 ODOT County
03 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
2.5 Rt. Curb SW
2.5 Description
(7) 25ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0317 1361 X H Index
98.5375 Latitude
34:30:23.53 Longitude
-95:50:08.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 43 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
70 NBI Text
16987 Vault Link
http://plansrv1/bridgemaintvault/b16987 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
34.50653611 Longitude DD
-95.83556667 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16678 x
-10668366.4815892 y
4097021.94524125 |
|||||||||||||||||||||||||||||||||||||
| 17261 | 1223T0630 X | 17261 | Choctaw | CO. RD. 1206C | IND. NATION TP UNDER | 1223T0630 X | 2-75ft. PC BM SPANS | 1968 | 34.11333333 | -95.57638889 | 151.903 | 28.999 | — | 2 | 15 | 2 | 23.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16677 BRKEY
17261 NBI No.
17261 On Under
1 Structure No.
1223T0630 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 1206C Feature Intersected
IND. NATION TP UNDER Division
02 County
023 Location
97.97 MI'S S. JCT I-40 Sufficiency
90.6 Kind Hwy
4 Level Service
1 Route No.
1206C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.201 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
15 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
5.01 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
78.925 HS Inv. Rating Method
1 HS Inv. Method
34.502 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1605 Min Measured Clearance
1605 NBI Rating
17261 ODOT County
12 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
2-75ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1223T0630 X H Index
90.8317 Latitude
34:06:48 Longitude
-95:34:35 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 1206C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
97.97 NBI Text
17261 Vault Link
http://plansrv1/bridgemaintvault/b17261 GIS FO/SD
Meets Standards H Inv. Method
29.542 Latitude DD
34.11333333 Longitude DD
-95.57638889 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16677 x
-10639514.9430947 y
4044030.0942462 |
|||||||||||||||||||||||||||||||||||||
| 17260 | 6135T1790 X | 17260 | Pittsburg | CO. RD. 6184C | IND. NATION TP UNDER | 6135T1790 X | 77ft.,79ft. PC BM SPANS | 1968 | 34.84027778 | -95.79944444 | 158.136 | 22.999 | — | 2 | 12 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.6 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16676 BRKEY
17260 NBI No.
17260 On Under
1 Structure No.
6135T1790 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 6184C Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
42.79 MI'S S. JCT I-40 Sufficiency
79.6 Kind Hwy
4 Level Service
1 Route No.
6184C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.201 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
12 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
18.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
158.136 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
70 HS Inv. Rating Method
1 HS Inv. Method
25.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1701 Min Measured Clearance
1610 NBI Rating
17260 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.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
77ft.,79ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T1790 X H Index
92.1695 Latitude
34:50:25 Longitude
-95:47:58 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 6184C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
42.79 NBI Text
17260 Vault Link
http://plansrv1/bridgemaintvault/b17260 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.84027778 Longitude DD
-95.79944444 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16676 x
-10664345.3733393 y
4142196.66096372 |
|||||||||||||||||||||||||||||||||||||
| 17259 | 5163T0420 X | 17259 | Muskogee | D4385 | MUSKOGEE TP UNDER | 5163T0388 X | 71ft.-77ft. PC BEAM SPANS | 1968 | 35.52763333 | -95.21154167 | 150.919 | 22.999 | — | 2 | 17 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16675 BRKEY
17259 NBI No.
17259 On Under
1 Structure No.
5163T0420 X Control No.
Lane Ind.
Milepoint
Facility Carried
D4385 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
101 Location
3.84 MI'S NE JCT I-40 Sufficiency
90.9 Kind Hwy
4 Level Service
1 Route No.
D4385 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
17 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.919 Deck Width
22.999 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
37.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1806 Min Measured Clearance
1609 NBI Rating
17259 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
71ft.-77ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T0388 X H Index
100 Latitude
35:31:39.48 Longitude
-95:12:41.55 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
D4385 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
52.51 NBI Text
17259 Vault Link
http://plansrv1/bridgemaintvault/b17259 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.52763333 Longitude DD
-95.21154167 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16675 x
-10598900.3363469 y
4235817.60370554 |
|||||||||||||||||||||||||||||||||||||
| 17258 | 6135T0560 X | 17258 | Pittsburg | CO. RD. 6142C | IND. NATION TP UNDER | 6135T0560 X | 84ft.-73ft. PC BM SPANS | 1968 | 34.67722222 | -95.74222222 | 159.121 | 22.999 | — | 2 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16674 BRKEY
17258 NBI No.
17258 On Under
1 Structure No.
6135T0560 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 6142C Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
54.77 MI'S S. JCT I-40 Sufficiency
88.7 Kind Hwy
4 Level Service
1 Route No.
6142C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.201 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
18.002 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
159.121 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
34.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1807 Min Measured Clearance
1610 NBI Rating
17258 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.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
84ft.-73ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T0560 X H Index
99.5274 Latitude
34:40:38 Longitude
-95:44:32 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 6142C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
54.77 NBI Text
17258 Vault Link
http://plansrv1/bridgemaintvault/b17258 GIS FO/SD
Meets Standards H Inv. Method
26.6 Latitude DD
34.67722222 Longitude DD
-95.74222222 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16674 x
-10657975.4249468 y
4120102.98968742 |
|||||||||||||||||||||||||||||||||||||
| 17257 | 7329T2430 X | 17257 | Wagoner | CO. RD. N4260 | MUSKOGEE TP UNDER | 7329T2430 X | 77ft.-74ft. PC BEAM SPANS. | 1968 | 35.85546389 | -95.43037778 | 152.887 | 22.999 | — | 2 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16673 BRKEY
17257 NBI No.
17257 On Under
1 Structure No.
7329T2430 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4260 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
24.22 MI'S SE JCT SH51 Sufficiency
72 Kind Hwy
4 Level Service
1 Route No.
N4260 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.887 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
71.2 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1705 Min Measured Clearance
1610 NBI Rating
17257 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
77ft.-74ft. PC BEAM SPANS. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T2430 X H Index
91.3018 Latitude
35:51:19.67 Longitude
-95:25:49.36 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4260 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.22 NBI Text
17257 Vault Link
http://plansrv1/bridgemaintvault/b17257 GIS FO/SD
FO H Inv. Method
24.2 Latitude DD
35.85546389 Longitude DD
-95.43037778 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16673 x
-10623261.0606793 y
4280751.60822316 |
|||||||||||||||||||||||||||||||||||||
| 17256 | 1223T0840 X | 17256 | Choctaw | CO. RD. E1980 | IND. NATION TP UNDER | 1223T0840 X | 73ft.,80ft. PC BM SPANS | 1968 | 34.142222 | -95.585833 | 154.856 | 22.999 | — | 2 | 15 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.6 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Z | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16672 BRKEY
17256 NBI No.
17256 On Under
1 Structure No.
1223T0840 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1980 Feature Intersected
IND. NATION TP UNDER Division
02 County
023 Location
95.9 MI'S S. JCT I-40 Sufficiency
81.6 Kind Hwy
4 Level Service
1 Route No.
E1980 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.201 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
15 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.201 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
154.856 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
65.698 HS Inv. Rating Method
1 HS Inv. Method
26.896 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1702 Min Measured Clearance
1605 NBI Rating
17256 ODOT County
12 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
73ft.,80ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1223T0840 X H Index
91.7202 Latitude
34:08:32 Longitude
-95:35:09 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1980 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
95.90 NBI Text
17256 Vault Link
http://plansrv1/bridgemaintvault/b17256 GIS FO/SD
Meets Standards H Inv. Method
22.818 Latitude DD
34.142222 Longitude DD
-95.585833 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16672 x
-10640566.2566109 y
4047914.99040007 |
|||||||||||||||||||||||||||||||||||||
| 17174 | 1222 0245 X | 17174 | Choctaw | U.S. 271 | HORSE CREEK | 1222 0245 X | (12ft. - 14ft. - 12ft.) X 10ft. X 136ft. RCB | 1968 | 33.99548333 | -95.53575833 | 42.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16671 BRKEY
17174 NBI No.
17174 On Under
1 Structure No.
1222 0245 X Control No.
022 Lane Ind.
Milepoint
02450 Facility Carried
U.S. 271 Feature Intersected
HORSE CREEK Division
02 County
023 Location
2.45 S & E JCT US-70 BR Sufficiency
77 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 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
1968 ADT Total
6700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
80.5 HS Inv. Rating Method
1 HS Inv. Method
48.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17174 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(12ft. - 14ft. - 12ft.) X 10ft. X 136ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1222 0245 X H Index
98.9638 Latitude
33:59:43.74 Longitude
-95:32:08.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 / U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
050 NBI Text
17174 Vault Link
http://plansrv1/bridgemaintvault/b17174 GIS FO/SD
Meets Standards H Inv. Method
35.9 Latitude DD
33.99548333 Longitude DD
-95.53575833 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16671 x
-10634991.9698448 y
4028195.56382819 |
|||||||||||||||||||||||||||||||||||||
| 17173 | 5112 0163 X | 17173 | Muskogee | U.S. 64 | SAM CREEK | 5112 0163 X | (13ft.-17ft.-13ft.)X 7ft.X 1 | 1968 | 35.68842778 | -95.375775 | 45.932 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16670 BRKEY
17173 NBI No.
17173 On Under
1 Structure No.
5112 0163 X Control No.
012 Lane Ind.
Milepoint
01630 Facility Carried
U.S. 64 Feature Intersected
SAM CREEK Division
01 County
101 Location
4.6 MI S JCT US 62B Sufficiency
69.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1968 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
45.932 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
34.175415 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
17173 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 7ft.X 1 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5112 0163 X H Index
67 Latitude
35:41:18.34 Longitude
-95:22:32.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17173 Vault Link
http://plansrv1/bridgemaintvault/b17173 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
35.68842778 Longitude DD
-95.375775 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16670 x
-10617182.7070138 y
4257833.77381762 |
|||||||||||||||||||||||||||||||||||||
| 17172 | 5112 0048 X | 17172 | Muskogee | U.S. 64 | COATA CREEK | 5112 0048 X | (12ft.-14ft.-12ft.)X 12ft.X | 1968 | 35.705189 | -95.377261 | 41.995 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16669 BRKEY
17172 NBI No.
17172 On Under
1 Structure No.
5112 0048 X Control No.
012 Lane Ind.
Milepoint
00480 Facility Carried
U.S. 64 Feature Intersected
COATA CREEK Division
01 County
101 Location
0.4 MI S JCT US 64B Sufficiency
67.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1968 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.6 HS Inv. Rating Method
1 HS Inv. Method
29.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
1.5 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
17172 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5112 0048 X H Index
97.8804 Latitude
35:42:18.68 Longitude
-95:22:38.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17172 Vault Link
http://plansrv1/bridgemaintvault/b17172 GIS FO/SD
Meets Standards H Inv. Method
16.2 Latitude DD
35.705189 Longitude DD
-95.377261 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16669 x
-10617348.1277771 y
4260131.29094221 |
|||||||||||||||||||||||||||||||||||||
| 16986 | 7209 1248NXR | 16986 | Tulsa | I-244 RAMP W-N | S.H. 11 N-E RAMP UNDER | 7209 1248NXR | 39.29ft.-79ft.-38.5ft. WELDED PLATE GIRDER SPANS SK. 33 DEG.17ft.01ft. A1 BEARS, A2 SPREAD FOOTING. | 1967 | 36.164069 | -95.882694 | 177.22 | 40 | — | 3 | 57 | 1 | 37 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 36000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16659 BRKEY
16986 NBI No.
16986 On Under
1 Structure No.
7209 1248NXR Control No.
009 Lane Ind.
N Milepoint
12480 Facility Carried
I-244 RAMP W-N Feature Intersected
S.H. 11 N-E RAMP UNDER Division
08 County
143 Location
5.48 MI E JCT I 444 Sufficiency
94.9 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
1967 ADT Total
36000 ADT Year
2022 Design Load
HS 20 Skew
57 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
37 Span Type Main
M Material
3 - Steel Design
02 Length
177.22 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.3 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
57600 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1804 Min Measured Clearance
1601 NBI Rating
16986 ODOT County
72 Nav. Control
N 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
39.29ft.-79ft.-38.5ft. WELDED PLATE GIRDER SPANS SK. 33 DEG.17ft.01ft. A1 BEARS, A2 SPREAD FOOTING. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7209 1248NXR H Index
73.1091 Latitude
36:09:50.65 Longitude
-95:52:57.7 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
I-244 RAMP W-N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
16986 Vault Link
http://plansrv1/bridgemaintvault/b16986 GIS FO/SD
FO H Inv. Method
22.9 Latitude DD
36.164069 Longitude DD
-95.882694 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16659 x
-10673612.6719673 y
4323220.56114106 |
|||||||||||||||||||||||||||||||||||||
| 16985 | 3204 0005 X | 16985 | Hughes | U.S. 75 | ABANDONED R/R UNDER | 3204 0005 X | 55ft.-67ft.-50ft. CONT IBM | 1967 | 34.967725 | -96.24046111 | 172.9 | 46.26 | — | 3 | 19 | 2 | 42.979 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16658 BRKEY
16985 NBI No.
16985 On Under
1 Structure No.
3204 0005 X Control No.
004 Lane Ind.
Milepoint
00050 Facility Carried
U.S. 75 Feature Intersected
ABANDONED R/R UNDER Division
03 County
063 Location
0.1 MI N JCT US 270 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
2 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
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
19 No. Main Spans
3 Road Width
42.979 Ref. Underclearance Rt.
R Underclearance Right
20.581 Underclearance Left
21.831 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
172.9 Deck Width
46.26 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16985 ODOT County
32 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-67ft.-50ft. CONT IBM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3204 0005 X H Index
97.9951 Latitude
34:58:03.81 Longitude
-96:14:25.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16985 Vault Link
http://plansrv1/bridgemaintvault/b16985 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.967725 Longitude DD
-96.24046111 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16658 x
-10713439.124475 y
4159495.96501902 |
|||||||||||||||||||||||||||||||||||||
| 16984 | 7209 1225SX | 16984 | Tulsa | MEMORIAL RD. | I-244 EB UNDER | 7209 1225SX | 52ft.,72ft.,52ft.CONPLT GR | 1967 | 36.16166667 | -95.88666667 | 177.5 | 80 | — | 3 | 0 | 4 | 68 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16657 BRKEY
16984 NBI No.
16984 On Under
1 Structure No.
7209 1225SX Control No.
Lane Ind.
Milepoint
Facility Carried
MEMORIAL RD. Feature Intersected
I-244 EB UNDER Division
08 County
143 Location
5.25 MI E JCT I 444 Sufficiency
97 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1967 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
29 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
177.5 Deck Width
80 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 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
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.3 HS Inv. Rating Method
1 HS Inv. Method
37.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2507 Min Measured Clearance
2411 NBI Rating
16984 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
52ft.,72ft.,52ft.CONPLT GR Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1225SX H Index
75.8146 Latitude
36:09:42 Longitude
-95:53:12 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
MEMORIAL RD. EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16984 Vault Link
http://plansrv1/bridgemaintvault/b16984 GIS FO/SD
Meets Standards H Inv. Method
27.7 Latitude DD
36.16166667 Longitude DD
-95.88666667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16657 x
-10674054.9075688 y
4322889.31880046 |
|||||||||||||||||||||||||||||||||||||
| 16983 | 7209 1225NX | 16983 | Tulsa | MEMORIAL RD. | I-244 WB UNDER | 7209 1225NX | 45ft.,84ft.,45ft.PLTGRDR S | 1967 | 36.16277778 | -95.88666667 | 179 | 80 | — | 3 | 13 | 5 | 67.913 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Satisfactory (6) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16656 BRKEY
16983 NBI No.
16983 On Under
1 Structure No.
7209 1225NX Control No.
Lane Ind.
Milepoint
Facility Carried
MEMORIAL RD. Feature Intersected
I-244 WB UNDER Division
08 County
143 Location
5.25 MI E JCT I 444 Sufficiency
90.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1967 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
3 Road Width
67.913 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
179 Deck Width
80 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.4 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2304 Min Measured Clearance
2303 NBI Rating
16983 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
4.921 Rt. Curb SW
4.921 Description
45ft.,84ft.,45ft.PLTGRDR S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1225NX H Index
71.1201 Latitude
36:09:46 Longitude
-95:53:12 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
MEMORIAL RD. WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16983 Vault Link
http://plansrv1/bridgemaintvault/b16983 GIS FO/SD
FO H Inv. Method
20.4 Latitude DD
36.16277778 Longitude DD
-95.88666667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16656 x
-10674054.9075688 y
4323042.52158523 |
|||||||||||||||||||||||||||||||||||||
| 16981 | 6020 1751 X | 16981 | Payne | S.H. 51 | SALT CREEK | 6020 1751 X | 50ft.-60ft.-50ft. P.C. BEAM SPANS WITH TR-4 RAILS | 1967 | 36.11428611 | -96.73911944 | 160.082 | 46.168 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16654 BRKEY
16981 NBI No.
16981 On Under
1 Structure No.
6020 1751 X Control No.
020 Lane Ind.
Milepoint
17510 Facility Carried
S.H. 51 Feature Intersected
SALT CREEK Division
04 County
119 Location
1.6 MI E JCT SH 18 Sufficiency
87.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
3400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160.082 Deck Width
46.168 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.8 HS Inv. Rating Method
3 HS Inv. Method
45.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5440 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16981 ODOT County
60 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
50ft.-60ft.-50ft. P.C. BEAM SPANS WITH TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6020 1751 X H Index
99.9863 Latitude
36:06:51.43 Longitude
-96:44:20.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 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
16981 Vault Link
http://plansrv1/bridgemaintvault/b16981 GIS FO/SD
Meets Standards H Inv. Method
45.2 Latitude DD
36.11428611 Longitude DD
-96.73911944 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16654 x
-10768949.5158505 y
4316358.38085784 |
|||||||||||||||||||||||||||||||||||||
| 17249 | 7329R0350 X | 17249 | Wagoner | CO. RD. N4100 | MUSKOGEE TP UNDER | 7329T0350 X | 2-71ft. PC BEAM SPANS | 1968 | 36.03244444 | -95.70769722 | 144.029 | 22.999 | — | 2 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
16653 BRKEY
17249 NBI No.
17249 On Under
1 Structure No.
7329R0350 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4100 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
3.73 MI'S SE JCT SH 51 Sufficiency
72 Kind Hwy
4 Level Service
1 Route No.
N4100 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
94.027 HS Inv. Rating Method
1 HS Inv. Method
55.997 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2032 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1610 Min Measured Clearance
1606 NBI Rating
17249 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-71ft. PC BEAM SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7329T0350 X H Index
99.0367 Latitude
36:01:56.8 Longitude
-95:42:27.71 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4100 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.73 NBI Text
17249 Vault Link
http://plansrv1/bridgemaintvault/b17249 GIS FO/SD
Meets Standards H Inv. Method
30.975 Latitude DD
36.03244444 Longitude DD
-95.70769722 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16653 x
-10654132.1195272 y
4305086.59578244 |
|||||||||||||||||||||||||||||||||||||
| 17248 | 6203 0028EX | 17248 | Pontotoc | S.H. 1 NB | 18TH ST. UNDER | 6203 0028EX | 36ft.-66ft.-36ft. CONT IBM | 1968 | 34.76710556 | -96.70431944 | 141.076 | 39.698 | — | 3 | 18 | 2 | 38.058 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.1 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16652 BRKEY
17248 NBI No.
17248 On Under
1 Structure No.
6203 0028EX Control No.
003 Lane Ind.
E Milepoint
00280 Facility Carried
S.H. 1 NB Feature Intersected
18TH ST. UNDER Division
03 County
123 Location
SW ADA Sufficiency
79.1 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1968 ADT Total
4600 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
16.076 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
141.076 Deck Width
39.698 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
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.4 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
0.1 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
17248 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.-66ft.-36ft. CONT IBM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6203 0028EX H Index
96.081 Latitude
34:46:01.58 Longitude
-96:42:15.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17248 Vault Link
http://plansrv1/bridgemaintvault/b17248 GIS FO/SD
Meets Standards H Inv. Method
15.4 Latitude DD
34.76710556 Longitude DD
-96.70431944 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16652 x
-10765075.5975709 y
4132276.58789136 |
|||||||||||||||||||||||||||||||||||||
| 17247 | 5163T1855 X | 17247 | Muskogee | CO. RD. E0900 | MUSKOGEE TP UNDER | 5163T1833 X | 2-71ft. PREST. CONC BM | 1968 | 35.711481 | -95.309464 | 144.029 | 22.999 | — | 2 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 4850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16651 BRKEY
17247 NBI No.
17247 On Under
1 Structure No.
5163T1855 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0900 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
101 Location
3 MI'S SOUTH JCT US 62 Sufficiency
74.2 Kind Hwy
4 Level Service
1 Route No.
E0900 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.201 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
4850 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
69.9 HS Inv. Rating Method
1 HS Inv. Method
41.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7760 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1701 Min Measured Clearance
1609 NBI Rating
17247 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-71ft. PREST. CONC BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T1833 X H Index
100 Latitude
35:42:41.33 Longitude
-95:18:34.07 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0900 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38.14 NBI Text
17247 Vault Link
http://plansrv1/bridgemaintvault/b17247 GIS FO/SD
FO H Inv. Method
32.2 Latitude DD
35.711481 Longitude DD
-95.309464 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16651 x
-10609801.0002598 y
4260993.88136051 |
|||||||||||||||||||||||||||||||||||||
| 17246 | 7329T1830 X | 17246 | Wagoner | E0770 | MUSKOGEE TP UNDER | 7329T1830 X | 2-71ft. PC BEAM SPANS | 1968 | 35.89953889 | -95.51961944 | 144.029 | 22.999 | — | 2 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.9 | Good (7) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 120 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16650 BRKEY
17246 NBI No.
17246 On Under
1 Structure No.
7329T1830 X Control No.
Lane Ind.
Milepoint
Facility Carried
E0770 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
18.33 MI'S SE JCT SH51 Sufficiency
75.9 Kind Hwy
4 Level Service
1 Route No.
E0770 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
120 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
66.7 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
192 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1703 Min Measured Clearance
1606 NBI Rating
17246 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-71ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1830 X H Index
91.2449 Latitude
35:53:58.34 Longitude
-95:31:10.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
E0770 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.33 NBI Text
17246 Vault Link
http://plansrv1/bridgemaintvault/b17246 GIS FO/SD
FO H Inv. Method
30.7 Latitude DD
35.89953889 Longitude DD
-95.51961944 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16650 x
-10633195.3968281 y
4286806.86846128 |
|||||||||||||||||||||||||||||||||||||
| 17245 | 7329T1630 X | 17245 | Wagoner | CO. RD. N4190 | MUSKOGEE TP UNDER | 7329T1630 X | 2-71ft. PC BEAM SPANS | 1968 | 35.91384444 | -95.55041389 | 144.029 | 22.966 | — | 2 | 0 | 2 | 18.045 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73 | 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) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16649 BRKEY
17245 NBI No.
17245 On Under
1 Structure No.
7329T1630 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4190 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
16.34 MI'S SE JCT SH51 Sufficiency
73 Kind Hwy
4 Level Service
1 Route No.
N4190 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20.997 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
18.045 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.95 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
22.966 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
66.7 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1707 Min Measured Clearance
1607 NBI Rating
17245 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-71ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1630 X H Index
99.9051 Latitude
35:54:49.84 Longitude
-95:33:01.49 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4190 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16.34 NBI Text
17245 Vault Link
http://plansrv1/bridgemaintvault/b17245 GIS FO/SD
FO H Inv. Method
30.7 Latitude DD
35.91384444 Longitude DD
-95.55041389 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16649 x
-10636623.4193213 y
4288772.96640777 |
|||||||||||||||||||||||||||||||||||||
| 17244 | 5163T1455 X | 17244 | Muskogee | CO. RD. E0940 | MUSKOGEE TP UNDER | 5163T1428 X | 69ft.-76ft. PC BEAM SPANS | 1968 | 35.653444 | -95.309378 | 146.982 | 22.999 | — | 2 | 6 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 4850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16648 BRKEY
17244 NBI No.
17244 On Under
1 Structure No.
5163T1455 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0940 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
101 Location
7.5 MI'S S. JCT US 62 Sufficiency
77.1 Kind Hwy
4 Level Service
1 Route No.
E0940 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
4850 ADT Year
2022 Design Load
H 15 Skew
6 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
146.982 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
64.6 HS Inv. Rating Method
1 HS Inv. Method
38.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7760 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1804 Min Measured Clearance
1700 NBI Rating
17244 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
69ft.-76ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T1428 X H Index
100 Latitude
35:39:12.4 Longitude
-95:18:33.76 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0940 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
42.16 NBI Text
17244 Vault Link
http://plansrv1/bridgemaintvault/b17244 GIS FO/SD
FO H Inv. Method
29.4 Latitude DD
35.653444 Longitude DD
-95.309378 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16648 x
-10609791.4267836 y
4253039.98344746 |
|||||||||||||||||||||||||||||||||||||
| 16980 | 6020 1023 X | 16980 | Payne | S.H. 51 | COUNCIL CREEK | 6020 1023 X | 50ft.-60ft.-50ft. PRESTRESSED CONC. BM. SPANS WITH 2 - 6ft. CURBS | 1967 | 36.116106 | -96.867847 | 161.089 | 46.001 | — | 3 | 0 | 2 | 42.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16635 BRKEY
16980 NBI No.
16980 On Under
1 Structure No.
6020 1023 X Control No.
020 Lane Ind.
Milepoint
10230 Facility Carried
S.H. 51 Feature Intersected
COUNCIL CREEK Division
04 County
119 Location
5.8 MI W JCT SH 18 Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.999 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
1967 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
161.089 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.5 HS Inv. Rating Method
3 HS Inv. Method
39.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5760 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16980 ODOT County
60 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
0.6 Rt. Curb SW
0.6 Description
50ft.-60ft.-50ft. PRESTRESSED CONC. BM. SPANS WITH 2 - 6ft. CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6020 1023 X H Index
96.3933 Latitude
36:06:57.98 Longitude
-96:52:04.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16980 Vault Link
http://plansrv1/bridgemaintvault/b16980 GIS FO/SD
Meets Standards H Inv. Method
39.4 Latitude DD
36.116106 Longitude DD
-96.867847 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16635 x
-10783279.4022807 y
4316609.16175021 |
|||||||||||||||||||||||||||||||||||||
| 16979 | 2710 0442 X | 16979 | Grant | U.S. 81 | OSAGE CREEK | 2710 0442 X | 50ft.-60ft.-50ft. CONT. I-BM. SPANS WITH TR4 RAILS | 1967 | 36.72805 | -97.79023611 | 160.499 | 45.167 | — | 3 | 0 | 2 | 42.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Fair (5) | Good (7) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16634 BRKEY
16979 NBI No.
16979 On Under
1 Structure No.
2710 0442 X Control No.
010 Lane Ind.
Milepoint
04420 Facility Carried
U.S. 81 Feature Intersected
OSAGE CREEK Division
04 County
053 Location
4.5 MI N JCT US 60 Sufficiency
86.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.999 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
1967 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
160.499 Deck Width
45.167 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16979 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. CONT. I-BM. SPANS WITH TR4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2710 0442 X H Index
88.314 Latitude
36:43:40.98 Longitude
-97:47:24.85 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16979 Vault Link
http://plansrv1/bridgemaintvault/b16979 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
36.72805 Longitude DD
-97.79023611 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16634 x
-10885959.2883192 y
4401267.95095934 |
|||||||||||||||||||||||||||||||||||||
| 16978 | 2710 0372 X | 16978 | Grant | U.S. 81 | POND CREEK | 2710 0372 X | 50ft.-60ft.-50ft. CONT. I-BM. SPANS W/ TR-4 RAILS | 1967 | 36.72286111 | -97.80118333 | 160.499 | 45 | — | 3 | 0 | 2 | 42.831 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16633 BRKEY
16978 NBI No.
16978 On Under
1 Structure No.
2710 0372 X Control No.
010 Lane Ind.
Milepoint
03720 Facility Carried
U.S. 81 Feature Intersected
POND CREEK Division
04 County
053 Location
3.8 MI N JCT US 60 Sufficiency
97.6 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.831 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
1967 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42.831 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
160.499 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16978 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. CONT. I-BM. SPANS W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2710 0372 X H Index
98.3672 Latitude
36:43:22.3 Longitude
-97:48:04.26 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
NBI Text
16978 Vault Link
http://plansrv1/bridgemaintvault/b16978 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
36.72286111 Longitude DD
-97.80118333 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16633 x
-10887177.9272752 y
4400547.28052882 |
|||||||||||||||||||||||||||||||||||||
| 16977 | 7209 1245NXR | 16977 | Tulsa | I-244 RAMP W-N | I-244 WB UNDER | 7209 1245NX | 36ft.-82ft.-36ft. WELDED PLATE GIRDER SPANS SK. 60 DEG.25ft.03ft. A#1 DRILLED SHAFT, A2 STL. PILES, SPAN 1,3 5 BMS., SPAN 2 6 BMS. | 1967 | 36.163056 | -95.883333 | 160.698 | 40 | — | 3 | 30 | 1 | 37 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 35500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16632 BRKEY
16977 NBI No.
16977 On Under
1 Structure No.
7209 1245NXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-244 RAMP W-N Feature Intersected
I-244 WB UNDER Division
08 County
143 Location
5.45 MI E JCT I 444 Sufficiency
93.6 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37 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
1967 ADT Total
35500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
37 Span Type Main
M Material
3 - Steel Design
02 Length
160.698 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
58.8 HS Inv. Rating Method
1 HS Inv. Method
35.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
56800 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1701 Min Measured Clearance
1608 NBI Rating
16977 ODOT County
72 Nav. Control
N 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
36ft.-82ft.-36ft. WELDED PLATE GIRDER SPANS SK. 60 DEG.25ft.03ft. A#1 DRILLED SHAFT, A2 STL. PILES, SPAN 1,3 5 BMS., SPAN 2 6 BMS. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1245NX H Index
75.1217 Latitude
36:09:47 Longitude
-95:52:60 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
I-244 RAMP W-N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
16977 Vault Link
http://plansrv1/bridgemaintvault/b16977 GIS FO/SD
FO H Inv. Method
25.7 Latitude DD
36.163056 Longitude DD
-95.883333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16632 x
-10673683.8051219 y
4323080.88363443 |
|||||||||||||||||||||||||||||||||||||
| 16976 | 7209 1326SX | 16976 | Tulsa | I-244 EB | MINGO ROAD UNDER | 7209 1326SX | 30ft.,40ft.,51ft.CON30ft.I-B | 1967 | 36.164075 | -95.86896389 | 152.999 | 63.976 | — | 3 | 3 | 4 | 61.024 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 44550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16631 BRKEY
16976 NBI No.
16976 On Under
1 Structure No.
7209 1326SX Control No.
009 Lane Ind.
S Milepoint
13260 Facility Carried
I-244 EB Feature Intersected
MINGO ROAD UNDER Division
08 County
143 Location
6.26 MI E JCT I 444 Sufficiency
93.7 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
60.696 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
1967 ADT Total
44550 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
3 Road Width
61.024 Ref. Underclearance Rt.
H Underclearance Right
4.921 Underclearance Left
4.921 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
61.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
152.999 Deck Width
63.976 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.3 HS Inv. Rating Method
1 HS Inv. Method
45.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
71280 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1600 Min Measured Clearance
1507 NBI Rating
16976 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.,40ft.,51ft.CON30ft.I-B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1326SX H Index
97.0502 Latitude
36:09:50.67 Longitude
-95:52:08.27 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-244 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16976 Vault Link
http://plansrv1/bridgemaintvault/b16976 GIS FO/SD
Meets Standards H Inv. Method
34.6 Latitude DD
36.164075 Longitude DD
-95.86896389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16631 x
-10672084.2431135 y
4323221.38845644 |
|||||||||||||||||||||||||||||||||||||
| 17266 | 5112 0000WX | 17266 | Muskogee | U.S. 64 SB | U.S. 64 UNDER | 5112 0000WX | 81ft.-85ft. CONT. PLATE | 1968 | 35.71108611 | -95.38098333 | 168.963 | 39.501 | — | 2 | 24 | 2 | 37.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16630 BRKEY
17266 NBI No.
17266 On Under
1 Structure No.
5112 0000WX Control No.
012 Lane Ind.
W Milepoint
00000 Facility Carried
U.S. 64 SB Feature Intersected
U.S. 64 UNDER Division
01 County
101 Location
AT JCT US 64B Sufficiency
93.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 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
1968 ADT Total
4050 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
2 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
45 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
168.963 Deck Width
39.501 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1411 Max Measured Clearance
1508 Min Measured Clearance
1501 NBI Rating
17266 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
81ft.-85ft. CONT. PLATE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5112 0000WX H Index
91.892 Latitude
35:42:39.91 Longitude
-95:22:51.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17266 Vault Link
http://plansrv1/bridgemaintvault/b17266 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.71108611 Longitude DD
-95.38098333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16630 x
-10617762.4956573 y
4260939.74262388 |
|||||||||||||||||||||||||||||||||||||
| 17265 | 5112 0000EX | 17265 | Muskogee | U.S. 64 NB | U.S. 64 UNDER | 5112 0000EX | 81ft.-85ft. CONT. PLATE | 1968 | 35.71108611 | -95.38057222 | 168.963 | 46.001 | — | 2 | 24 | 3 | 41 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16629 BRKEY
17265 NBI No.
17265 On Under
1 Structure No.
5112 0000EX Control No.
012 Lane Ind.
E Milepoint
00000 Facility Carried
U.S. 64 NB Feature Intersected
U.S. 64 UNDER Division
01 County
101 Location
AT JCT US 64B Sufficiency
79 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.001 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
1968 ADT Total
4150 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
2 Road Width
41 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
45 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
168.963 Deck Width
46.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1411 Max Measured Clearance
1509 Min Measured Clearance
1503 NBI Rating
17265 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
1 Description
81ft.-85ft. CONT. PLATE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5112 0000EX H Index
90.7744 Latitude
35:42:39.91 Longitude
-95:22:50.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17265 Vault Link
http://plansrv1/bridgemaintvault/b17265 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.71108611 Longitude DD
-95.38057222 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
16629 x
-10617716.7311015 y
4260939.74262388 |
|||||||||||||||||||||||||||||||||||||
| 17264 | 6742 1921 X | 17264 | Seminole | S.H. 3E | JUMPER CREEK | 6742 1921 X | 46'-60'-46' STEEL BEAM SPANS, 44'-2" CLEAR ROADWAY, 0 DEG SKEW, TR4 PARAPETS | 1968 | 34.947708 | -96.680753 | 152.6 | 47 | — | 3 | 0 | 2 | 44 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16628 BRKEY
17264 NBI No.
17264 On Under
1 Structure No.
6742 1921 X Control No.
042 Lane Ind.
Milepoint
19210 Facility Carried
S.H. 3E Feature Intersected
JUMPER CREEK Division
03 County
133 Location
0.9 MI N PONTOTOC CO Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
0003E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 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
1968 ADT Total
4700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
44 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
152.6 Deck Width
47 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.6 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
6.213712 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
17264 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
46'-60'-46' STEEL BEAM SPANS, 44'-2" CLEAR ROADWAY, 0 DEG SKEW, TR4 PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6742 1921 X H Index
82.2495 Latitude
34:56:51.75 Longitude
-96:40:50.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3E Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17264 NBI Text
17264 Vault Link
http://plansrv1/bridgemaintvault/b17264 GIS FO/SD
Meets Standards H Inv. Method
17.8 Latitude DD
34.947708 Longitude DD
-96.680753 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16628 x
-10762452.1934703 y
4156777.13884311 |
|||||||||||||||||||||||||||||||||||||
| 17263 | 1626 1006 X | 17263 | Comanche | S.H. 36 | PECAN CREEK | 1626 1006 X | 3-50ft. I-BM. SPANS | 1968 | 34.50029444 | -98.51963889 | 150.919 | 42.651 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | 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 | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16627 BRKEY
17263 NBI No.
17263 On Under
1 Structure No.
1626 1006 X Control No.
026 Lane Ind.
Milepoint
10060 Facility Carried
S.H. 36 Feature Intersected
PECAN CREEK Division
07 County
031 Location
6.2 MI.W.JCT.US277 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1968 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
42.651 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17263 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1626 1006 X H Index
99.0606 Latitude
34:30:01.06 Longitude
-98:31:10.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
074 NBI Text
17263 Vault Link
http://plansrv1/bridgemaintvault/b17263 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.50029444 Longitude DD
-98.51963889 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16627 x
-10967156.034372 y
4096178.81223123 |
|||||||||||||||||||||||||||||||||||||
| 17262 | 7290 0469EX | 17262 | Tulsa | S.H. 11 WB | PINE ST UNDER | 7290 0469EX | 33.45 FT. - 82.97 FT. - 32.53 FT. STEEL PLATE GIRDER WITH VARYING SKEW AND 36 FT CLEAR ROADWAY | 1968 | 36.177258 | -95.884794 | 147.333 | 39 | — | 3 | 11 | 2 | 36 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.8 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 17150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16626 BRKEY
17262 NBI No.
17262 On Under
1 Structure No.
7290 0469EX Control No.
090 Lane Ind.
E Milepoint
04690 Facility Carried
S.H. 11 WB Feature Intersected
PINE ST UNDER Division
08 County
143 Location
1.7 MI SE SHERIDAN RD Sufficiency
91.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1968 ADT Total
17150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
11 No. Main Spans
3 Road Width
36 Ref. Underclearance Rt.
H Underclearance Right
5.833 Underclearance Left
5.833 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
147.333 Deck Width
39 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
9 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51 HS Inv. Rating Method
3 HS Inv. Method
39.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
27440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1701 Min Measured Clearance
1608 NBI Rating
17262 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33.45 FT. - 82.97 FT. - 32.53 FT. STEEL PLATE GIRDER WITH VARYING SKEW AND 36 FT CLEAR ROADWAY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7290 0469EX H Index
68.7737 Latitude
36:10:38.13 Longitude
-95:53:05.26 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 11 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17262 Vault Link
http://plansrv1/bridgemaintvault/b17262 GIS FO/SD
Meets Standards H Inv. Method
38.5 Latitude DD
36.177258 Longitude DD
-95.884794 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
16626 x
-10673846.4428979 y
4325039.29120156 |
|||||||||||||||||||||||||||||||||||||
| 16975 | 7209 1326NX | 16975 | Tulsa | I-244 WB | MINGO ROAD UNDER | 7209 1326NX | 30ft.,39ft.,50ft.30ft.C I-BM | 1967 | 36.16466111 | -95.86896667 | 154.856 | 67.999 | — | 3 | 11 | 4 | 63.999 | 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) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 45150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16613 BRKEY
16975 NBI No.
16975 On Under
1 Structure No.
7209 1326NX Control No.
009 Lane Ind.
N Milepoint
13260 Facility Carried
I-244 WB Feature Intersected
MINGO ROAD UNDER Division
08 County
143 Location
6.26 MI E JCT I 444 Sufficiency
91.1 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
63.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
45150 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
H Underclearance Right
4.921 Underclearance Left
4.921 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
154.856 Deck Width
67.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.3 HS Inv. Rating Method
1 HS Inv. Method
32.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
72240 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1800 Min Measured Clearance
1708 NBI Rating
16975 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.,39ft.,50ft.30ft.C I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 1326NX H Index
93.6076 Latitude
36:09:52.78 Longitude
-95:52:08.28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-244 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16975 Vault Link
http://plansrv1/bridgemaintvault/b16975 GIS FO/SD
FO H Inv. Method
32.5 Latitude DD
36.16466111 Longitude DD
-95.86896667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16613 x
-10672084.5525817 y
4323302.20506524 |
|||||||||||||||||||||||||||||||||||||
| 16974 | 7209 0865 X | 16974 | Tulsa | I-244 | DELAWARE AVE. UNDER | 7209 0865 X | 2-77ft.CON PLTGRDR | 1967 | 36.160094 | -95.949478 | 155 | 140 | — | 2 | 0 | 8 | 133.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 62600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16612 BRKEY
16974 NBI No.
16974 On Under
1 Structure No.
7209 0865 X Control No.
009 Lane Ind.
Milepoint
08650 Facility Carried
I-244 Feature Intersected
DELAWARE AVE. UNDER Division
08 County
143 Location
1.66 MI E JCT I-444 Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1967 ADT Total
62600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
133.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
66.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
155 Deck Width
140 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N 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
100160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1408 Max Measured Clearance
1504 Min Measured Clearance
1501 NBI Rating
16974 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-77ft.CON PLTGRDR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0865 X H Index
92.3554 Latitude
36:09:36.34 Longitude
-95:56:58.12 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16974 Vault Link
http://plansrv1/bridgemaintvault/b16974 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.160094 Longitude DD
-95.949478 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16612 x
-10681047.0328404 y
4322672.47861414 |
|||||||||||||||||||||||||||||||||||||
| 16973 | 5107R0719 X | 16973 | Muskogee | U.S. 62 | R.R. REMOVED UNDER | 5107 0719 X | 3-50ft. PRESTRESSED CO | 1967 | 35.74023333 | -95.51314722 | 150.919 | 46.499 | — | 3 | 35 | 2 | 42.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.6 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2700 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
16611 BRKEY
16973 NBI No.
16973 On Under
1 Structure No.
5107R0719 X Control No.
007 Lane Ind.
Milepoint
07190 Facility Carried
U.S. 62 Feature Intersected
R.R. REMOVED UNDER Division
01 County
101 Location
7.1 MI E JCT SH 16 Sufficiency
65.6 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
0 Vertical Clearance
N Horizontal Clearance
42.999 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
1967 ADT Total
2700 ADT Year
2017 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
R Underclearance Right
43.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.919 Deck Width
46.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.289 HS Inv. Rating Method
1 HS Inv. Method
40.675 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2037 Bypass Detour
14.1 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
16973 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESSED CO Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5107 0719 X H Index
69.6098 Latitude
35:44:24.84 Longitude
-95:30:47.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
16973 Vault Link
http://plansrv1/bridgemaintvault/b16973 GIS FO/SD
SD H Inv. Method
26.566 Latitude DD
35.74023333 Longitude DD
-95.51314722 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16611 x
-10632474.9125934 y
4264936.49723993 |
|||||||||||||||||||||||||||||||||||||
| 16972 | 2402 0648NX | 16972 | Garfield | U.S. 60 / U.S. 412 | CLEAR CREEK | 2402 0648NX | 6-25ft. CONC. SLAB SPANS | 1967 | 36.39111111 | -97.9875 | 150 | 42.999 | — | 6 | 0 | 2 | 37.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16610 BRKEY
16972 NBI No.
16972 On Under
1 Structure No.
2402 0648NX Control No.
002 Lane Ind.
N Milepoint
06480 Facility Carried
U.S. 60 / U.S. 412 Feature Intersected
CLEAR CREEK Division
04 County
047 Location
6.4 MI E MAJOR C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1967 ADT Total
4550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
1 - Concrete Design
01 Length
150 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 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
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
16972 ODOT County
24 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
1.499 Rt. Curb SW
1.499 Description
6-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2402 0648NX H Index
77.1704 Latitude
36:23:28 Longitude
-97:59:15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60, 412 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
16972 Vault Link
http://plansrv1/bridgemaintvault/b16972 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.39111111 Longitude DD
-97.9875 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16610 x
-10907918.6041059 y
4354571.9722 |
|||||||||||||||||||||||||||||||||||||
| 16971 | 1913 0608 X | 16971 | Creek | S.H. 48 | POLECAT CREEK | 1913 0608 X | 3-50ft. CONT.I-BM.SPAN | 1967 | 35.96734722 | -96.40478611 | 151.5 | 44.83 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16609 BRKEY
16971 NBI No.
16971 On Under
1 Structure No.
1913 0608 X Control No.
013 Lane Ind.
Milepoint
06080 Facility Carried
S.H. 48 Feature Intersected
POLECAT CREEK Division
08 County
037 Location
6.1 MI N JCT SH 66 Sufficiency
69.6 Kind Hwy
3 Level Service
1 Route No.
00048 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
06 - Minor Arterial (Rural) Year Built
1967 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
151.5 Deck Width
44.83 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
16971 ODOT County
19 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
1.64 Rt. Curb SW
1.64 Description
3-50ft. CONT.I-BM.SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1913 0608 X H Index
82.7461 Latitude
35:58:02.45 Longitude
-96:24:17.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 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
16971 Vault Link
http://plansrv1/bridgemaintvault/b16971 GIS FO/SD
Meets Standards H Inv. Method
13 Latitude DD
35.96734722 Longitude DD
-96.40478611 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16609 x
-10731731.6997997 y
4296129.32954224 |
|||||||||||||||||||||||||||||||||||||
| 17243 | 7329T1310 X | 17243 | Wagoner | CO. RD. E0740 | MUSKOGEE TP UNDER | 7329T1310 X | 2-72ft. PC BEAM SPANS | 1968 | 35.94456667 | -95.58869722 | 146.982 | 22.999 | — | 2 | 11 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16607 BRKEY
17243 NBI No.
17243 On Under
1 Structure No.
7329T1310 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0740 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
13.21 MI'S SE JCT SH51 Sufficiency
73 Kind Hwy
4 Level Service
1 Route No.
E0740 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
11 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
146.982 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
66.5 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1607 Min Measured Clearance
1604 NBI Rating
17243 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-72ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1310 X H Index
100 Latitude
35:56:40.44 Longitude
-95:35:19.31 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0730 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13.21 NBI Text
17243 Vault Link
http://plansrv1/bridgemaintvault/b17243 GIS FO/SD
FO H Inv. Method
30.6 Latitude DD
35.94456667 Longitude DD
-95.58869722 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16607 x
-10640885.1001228 y
4292996.50967568 |
|||||||||||||||||||||||||||||||||||||
| 17242 | 7329T1210 X | 17242 | Wagoner | CO. RD. E0730 | MUSKOGEE TP UNDER | 7329T1210 X | 2-72ft. PC BEAM SPANS | 1968 | 35.95902778 | -95.59005 | 146.982 | 22.999 | — | 2 | 11 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16606 BRKEY
17242 NBI No.
17242 On Under
1 Structure No.
7329T1210 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0730 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
12.2 MI'S SE JCT SH 51 Sufficiency
74.1 Kind Hwy
4 Level Service
1 Route No.
E0730 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
11 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
146.982 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
66.6 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1611 Min Measured Clearance
1605 NBI Rating
17242 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-72ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1210 X H Index
99.5111 Latitude
35:57:32.5 Longitude
-95:35:24.18 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0730 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.20 NBI Text
17242 Vault Link
http://plansrv1/bridgemaintvault/b17242 GIS FO/SD
FO H Inv. Method
30.6 Latitude DD
35.95902778 Longitude DD
-95.59005 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16606 x
-10641035.6909036 y
4294985.1213098 |
|||||||||||||||||||||||||||||||||||||
| 17241 | 7209 0818 X | 17241 | Tulsa | UTILITY BRIDGE | I-244 UNDER | 7209 0818 X | 2-73ft. CONT. REINF. C | 1968 | 36.160525 | -95.957983 | 145.997 | 9.8 | — | 2 | 9 | 8 | 60 | 2 - Concrete Continuous | Box Beam or Girders — Single or Spread (06) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | L | 62600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16605 BRKEY
17241 NBI No.
17241 On Under
2 Structure No.
7209 0818 X Control No.
009 Lane Ind.
Milepoint
08180 Facility Carried
UTILITY BRIDGE Feature Intersected
I-244 UNDER Division
08 County
143 Location
8.1 MI N JCT I-44 Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
60 Bridge System
L Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
62600 ADT Year
2022 Design Load
Other or Unknown Skew
9 No. Main Spans
2 Road Width
60 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
12.001 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
2 - Concrete Continuous Design
06 Length
145.997 Deck Width
9.8 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
_ Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
100160 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1811 Min Measured Clearance
1700 NBI Rating
17241 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
0 Rt. Curb SW
0 Description
2-73ft. CONT. REINF. C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0818 X H Index
-1 Latitude
36:09:37.89 Longitude
-95:57:28.74 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-244 UNDER Scour
N Design Structure
6 - Box Beam or Girders - Single FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17241 Vault Link
http://plansrv1/bridgemaintvault/b17241 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.160525 Longitude DD
-95.957983 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16605 x
-10681993.8051096 y
4322731.90458387 |
|||||||||||||||||||||||||||||||||||||
| 17240 | 7209 0817 X | 17240 | Tulsa | LEWIS AVE. | I-244 UNDER | 7209 0817 X | 2-74ft.COMP STL BM | 1968 | 36.16055556 | -95.95805556 | 148.95 | 61.352 | — | 2 | 20 | 4 | 49.869 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16604 BRKEY
17240 NBI No.
17240 On Under
1 Structure No.
7209 0817 X Control No.
Lane Ind.
Milepoint
Facility Carried
LEWIS AVE. Feature Intersected
I-244 UNDER Division
08 County
143 Location
1.17 MI E JCT I-444 Sufficiency
64.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.869 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
49.869 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
49.869 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
148.95 Deck Width
61.352 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 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
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.4 HS Inv. Rating Method
1 HS Inv. Method
33.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1609 Min Measured Clearance
1603 NBI Rating
17240 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
2-74ft.COMP STL BM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0817 X H Index
74.4294 Latitude
36:09:38 Longitude
-95:57:29 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
LEWIS AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17240 Vault Link
http://plansrv1/bridgemaintvault/b17240 GIS FO/SD
FO H Inv. Method
18.5 Latitude DD
36.16055556 Longitude DD
-95.95805556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
16604 x
-10682001.8824519 y
4322736.11818707 |
|||||||||||||||||||||||||||||||||||||
| 17239 | 7329T0580 X | 17239 | Wagoner | CO. RD. N4120 | MUSKOGEE TP UNDER | 7329T0580 X | 2-71ft. PC BEAM SPANS | 1968 | 36.01579444 | -95.67356389 | 144.029 | 22.999 | — | 2 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16603 BRKEY
17239 NBI No.
17239 On Under
1 Structure No.
7329T0580 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4120 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
5.96 MI'S SE JCT SH 51 Sufficiency
73 Kind Hwy
4 Level Service
1 Route No.
N4120 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
66.7 HS Inv. Rating Method
1 HS Inv. Method
40 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
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1704 Min Measured Clearance
1607 NBI Rating
17239 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-71ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T0580 X H Index
91.0794 Latitude
36:00:56.86 Longitude
-95:40:24.83 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4120 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.96 NBI Text
17239 Vault Link
http://plansrv1/bridgemaintvault/b17239 GIS FO/SD
FO H Inv. Method
30.7 Latitude DD
36.01579444 Longitude DD
-95.67356389 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16603 x
-10650332.4146125 y
4302794.88032319 |
|||||||||||||||||||||||||||||||||||||
| 17238 | 5163T0343 X | 17238 | Muskogee | E1030 | MUSKOGEE TP UNDER | 5163T0390 X | 2-71ft. PC BEAM SPANS | 1968 | 35.52156111 | -95.19998889 | 144.029 | 22.999 | — | 2 | 0 | 2 | 17.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | P | 4850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16602 BRKEY
17238 NBI No.
17238 On Under
1 Structure No.
5163T0343 X Control No.
Lane Ind.
Milepoint
Facility Carried
E1030 Feature Intersected
MUSKOGEE TP UNDER Division
01 County
101 Location
3 MI'S NE JCT I-40 Sufficiency
71.7 Kind Hwy
4 Level Service
1 Route No.
E1030 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.801 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
4850 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.904 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
52.7 HS Inv. Rating Method
1 HS Inv. Method
31.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7760 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
1710 Min Measured Clearance
1702 NBI Rating
17238 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-71ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T0390 X H Index
98.5558 Latitude
35:31:17.62 Longitude
-95:11:59.96 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
E1030 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
53.30 NBI Text
17238 Vault Link
http://plansrv1/bridgemaintvault/b17238 GIS FO/SD
FO H Inv. Method
22.9 Latitude DD
35.52156111 Longitude DD
-95.19998889 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16602 x
-10597614.2867601 y
4234987.05381445 |
|||||||||||||||||||||||||||||||||||||
| 17153 | 1036 2013 X | 17153 | Carter | I-35 | TULIP CREEK | 1036 2013 X | (3) 10ft. X 8ft. X 403ft. RCB SKEWED 15° | 1968 | 34.35410278 | -97.1492 | 36.089 | 0 | — | 3 | 15 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 30800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16598 BRKEY
17153 NBI No.
17153 On Under
1 Structure No.
1036 2013 X Control No.
036 Lane Ind.
Milepoint
20130 Facility Carried
I-35 Feature Intersected
TULIP CREEK Division
07 County
019 Location
1.8 MI N JCT SH53 Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1968 ADT Total
30800 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
32 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.089 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
68.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
49280 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17153 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 8ft. X 403ft. RCB SKEWED 15° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1036 2013 X H Index
97.35 Latitude
34:21:14.77 Longitude
-97:08:57.12 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
128 NBI Text
17153 Vault Link
http://plansrv1/bridgemaintvault/b17153 GIS FO/SD
Meets Standards H Inv. Method
55.5 Latitude DD
34.35410278 Longitude DD
-97.1492 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16598 x
-10814599.4749739 y
4076449.06237603 |
|||||||||||||||||||||||||||||||||||||
| 17152 | 7329T1960 X | 17152 | Wagoner | MUSKOGEE TP | CREEK | 7329T1960 X | 2-15ft. X 15ft. X 214ft. R.C.B. | 1968 | 35.88950556 | -95.50066944 | 31.001 | 216.001 | — | 2 | 0 | 4 | 213.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | 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 | 02 - Principal Arterial Other (Rural) | P | 16800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16597 BRKEY
17152 NBI No.
17152 On Under
1 Structure No.
7329T1960 X Control No.
029 Lane Ind.
Milepoint
19600 Facility Carried
MUSKOGEE TP Feature Intersected
CREEK Division
01 County
145 Location
19.6 MI S-E TULSA C/L Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
16800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
213.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
19 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.001 Deck Width
216.001 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
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
138.2 HS Inv. Rating Method
0 HS Inv. Method
82.8 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
26880 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17152 ODOT County
73 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
2-15ft. X 15ft. X 214ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7329T1960 X H Index
99.34 Latitude
35:53:22.22 Longitude
-95:30:02.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.60 NBI Text
17152 Vault Link
http://plansrv1/bridgemaintvault/b17152 GIS FO/SD
Meets Standards H Inv. Method
46.1 Latitude DD
35.88950556 Longitude DD
-95.50066944 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16597 x
-10631085.8924775 y
4285428.13945906 |