ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 18392 | 6035T0543 X | 18392 | Payne | CIMARRON TP | CREEK | 6035T0543 X | 2-10ft. X 10ft. X 213ft. RCB, SK 60 LF | 1973 | 36.22914444 | -96.98290278 | 24.199 | 215 | — | 2 | 0 | 4 | 212.999 | 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) | V | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18261 BRKEY
18392 NBI No.
18392 On Under
1 Structure No.
6035T0543 X Control No.
035 Lane Ind.
Milepoint
05430 Facility Carried
CIMARRON TP Feature Intersected
CREEK Division
04 County
119 Location
T.P. NO 25.12 A Sufficiency
77 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
212.999 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
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
215 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
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
5600 Future ADT Year
2042 Bypass Detour
123.652866 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
18392 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 213ft. RCB, SK 60 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0543 X H Index
99.67 Latitude
36:13:44.92 Longitude
-96:58:58.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25.12A NBI Text
18392 Vault Link
http://plansrv1/bridgemaintvault/b18392 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.22914444 Longitude DD
-96.98290278 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18261 x
-10796087.3531232 y
4332197.27482422 |
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| 18673 | 1132 0135 X | 18673 | Cherokee | U.S. 62 | ROCKY CREEK | 1132 0135 X | (12ft.-14ft.-12ft.)X 6ft.X 2 | 1974 | 35.925183 | -94.935714 | 46.916 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18260 BRKEY
18673 NBI No.
18673 On Under
1 Structure No.
1132 0135 X Control No.
032 Lane Ind.
Milepoint
01350 Facility Carried
U.S. 62 Feature Intersected
ROCKY CREEK Division
01 County
021 Location
1.3 MI NE SH 51 Sufficiency
80 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 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
1974 ADT Total
9300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
25 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14880 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
0 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0 Max Measured Clearance
0 Min Measured Clearance
0 NBI Rating
18673 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 6ft.X 2 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1132 0135 X H Index
98.0639 Latitude
35:55:30.66 Longitude
-94:56:08.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
18673 Vault Link
http://plansrv1/bridgemaintvault/b18673 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.925183 Longitude DD
-94.935714 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18260 x
-10568195.3405758 y
4290331.54561828 |
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| 18670 | 5552 0425 X | 18670 | Oklahoma | S.H. 152 | CREEK | 5552 0500 X | 3-10ft. X 6ft. X 295ft. RCB, SK60 LF | 1974 | 35.42301944 | -97.62294167 | 36.801 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 21000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18257 BRKEY
18670 NBI No.
18670 On Under
1 Structure No.
5552 0425 X Control No.
052 Lane Ind.
Milepoint
04250 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
04 County
109 Location
.2 W OF MACARTHUR Sufficiency
75.4 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1974 ADT Total
21000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
92.001 Span Type Main
M Material
1 - Concrete Design
19 Length
36.801 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33600 Future ADT Year
2042 Bypass Detour
5.002038 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18670 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 6ft. X 295ft. RCB, SK60 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5552 0500 X H Index
98.9994 Latitude
35:25:22.87 Longitude
-97:37:22.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18670 Vault Link
http://plansrv1/bridgemaintvault/b18670 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.42301944 Longitude DD
-97.62294167 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18257 x
-10867336.1564458 y
4221517.43011008 |
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| 18580 | 6242 0000WX | 18580 | Pontotoc | S.H. 99 | S.H. 3 UNDER | 6242 0000WX | 109ft.-139ft. CONT. PLAT | 1973 | 34.749397 | -96.656928 | 255.906 | 26.575 | — | 2 | 39 | 1 | 24.501 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18254 BRKEY
18580 NBI No.
18580 On Under
1 Structure No.
6242 0000WX Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 99 Feature Intersected
S.H. 3 UNDER Division
03 County
123 Location
2.4 MI S-E SH 1 Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.501 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1973 ADT Total
6400 ADT Year
2022 Design Load
HS 20 Skew
39 No. Main Spans
2 Road Width
24.501 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
16.076 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
24.501 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
255.906 Deck Width
26.575 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 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
10240 Future ADT Year
2042 Bypass Detour
1.999995 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
18580 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
109ft.-139ft. CONT. PLAT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6242 0000WX H Index
88.8345 Latitude
34:44:57.83 Longitude
-96:39:24.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 99 Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18580 Vault Link
http://plansrv1/bridgemaintvault/b18580 GIS FO/SD
FO H Inv. Method
26 Latitude DD
34.749397 Longitude DD
-96.656928 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18254 x
-10759800.0066021 y
4129877.13285872 |
|||||||||||||||||||||||||||||||||||||
| 18579 | 3304 0211SX | 18579 | Jackson | U.S. 62 | BITTER CREEK | 3304 0211SX | 3-80ft. P/S CONC. BEAM SPANS | 1973 | 34.637533 | -99.384614 | 243.11 | 43.799 | — | 3 | 0 | 2 | 40.801 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18253 BRKEY
18579 NBI No.
18579 On Under
1 Structure No.
3304 0211SX Control No.
004 Lane Ind.
S Milepoint
02110 Facility Carried
U.S. 62 Feature Intersected
BITTER CREEK Division
05 County
065 Location
2.1 MI E S.H. 6 Sufficiency
99.4 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.801 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
1973 ADT Total
1950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.801 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
243.11 Deck Width
43.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18579 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-80ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3304 0211SX H Index
83.0137 Latitude
34:38:15.12 Longitude
-99:23:04.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 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
18579 Vault Link
http://plansrv1/bridgemaintvault/b18579 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.637533 Longitude DD
-99.384614 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18253 x
-11063444.623166 y
4114731.77698904 |
|||||||||||||||||||||||||||||||||||||
| 18578 | 0703 0677 X | 18578 | Bryan | RED BUD LN | U.S. 69 UNDER | 0703 0677 X | (2) 120ft. CONTINUOUS PLATE GIRDER SK 41° | 1973 | 34.03383611 | -96.37955833 | 242.001 | 31.001 | — | 2 | 41 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18252 BRKEY
18578 NBI No.
18578 On Under
1 Structure No.
0703 0677 X Control No.
Lane Ind.
Milepoint
Facility Carried
RED BUD LN Feature Intersected
U.S. 69 UNDER Division
02 County
013 Location
6.77 N JCT US-69 BUS Sufficiency
90 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1973 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
41 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
242.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1708 Min Measured Clearance
1508 NBI Rating
18578 ODOT County
07 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) 120ft. CONTINUOUS PLATE GIRDER SK 41° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0677 X H Index
93.3067 Latitude
34:02:01.81 Longitude
-96:22:46.41 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
RED BUD LN Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
022 NBI Text
18578 Vault Link
http://plansrv1/bridgemaintvault/b18578 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.03383611 Longitude DD
-96.37955833 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18252 x
-10728923.3561762 y
4033346.29440532 |
|||||||||||||||||||||||||||||||||||||
| 18577 | 5506 0541NX | 18577 | Oklahoma | S.H. 66 WB | S.H. 74 UNDER | 5506 0541NX | 108ft.-119ft. CONT. PLATE GIRDER SPANS SK. 81 DEG 11ft.45.03ft. | 1973 | 35.51148333 | -97.57683056 | 230 | 51.749 | — | 2 | 9 | 3 | 48.75 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 30300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18251 BRKEY
18577 NBI No.
18577 On Under
1 Structure No.
5506 0541NX Control No.
006 Lane Ind.
N Milepoint
05410 Facility Carried
S.H. 66 WB Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
5.4 MI E CANADIAN C/L Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48.75 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1973 ADT Total
30300 ADT Year
2022 Design Load
HS 20 Skew
9 No. Main Spans
2 Road Width
48.75 Ref. Underclearance Rt.
H Underclearance Right
8.599 Underclearance Left
12.697 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
48.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
230 Deck Width
51.749 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.7 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
48480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1900 Min Measured Clearance
1603 NBI Rating
18577 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
108ft.-119ft. CONT. PLATE GIRDER SPANS SK. 81 DEG 11ft.45.03ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5506 0541NX H Index
84.6205 Latitude
35:30:41.34 Longitude
-97:34:36.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 66 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18577 Vault Link
http://plansrv1/bridgemaintvault/b18577 GIS FO/SD
FO H Inv. Method
22.2 Latitude DD
35.51148333 Longitude DD
-97.57683056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18251 x
-10862203.0911607 y
4233608.76760812 |
|||||||||||||||||||||||||||||||||||||
| 18576 | 5506 0541SX | 18576 | Oklahoma | S.H. 66 EB | S.H. 74 UNDER | 5506 0541SX | 126ft.-109ft. CONT. PLATE GIRDER SPANS SK. 67 DEG 53ft.21ft. | 1973 | 35.51104444 | -97.57671944 | 237.159 | 76.749 | — | 2 | 23 | 4 | 73.75 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 29850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18250 BRKEY
18576 NBI No.
18576 On Under
1 Structure No.
5506 0541SX Control No.
006 Lane Ind.
S Milepoint
05410 Facility Carried
S.H. 66 EB Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
5.4 MI E CANADIAN C/L Sufficiency
90.8 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
73.75 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1973 ADT Total
29850 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
2 Road Width
73.75 Ref. Underclearance Rt.
H Underclearance Right
8.399 Underclearance Left
12.697 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
237.159 Deck Width
76.749 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
7 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
64.6 HS Inv. Rating Method
1 HS Inv. Method
38.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1708 Min Measured Clearance
1601 NBI Rating
18576 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
126ft.-109ft. CONT. PLATE GIRDER SPANS SK. 67 DEG 53ft.21ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5506 0541SX H Index
85.4838 Latitude
35:30:39.76 Longitude
-97:34:36.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 66 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18576 Vault Link
http://plansrv1/bridgemaintvault/b18576 GIS FO/SD
FO H Inv. Method
24.5 Latitude DD
35.51104444 Longitude DD
-97.57671944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18250 x
-10862190.7213389 y
4233548.74680859 |
|||||||||||||||||||||||||||||||||||||
| 18575 | 5507 0153 X | 18575 | Oklahoma | NW 12TH ST. | I-44 UNDER | 5507 0153 X | 112ft.-122ft. CONT. I-BM. SPANS WITH 2-5ft. SIDEWALKS | 1973 | 35.48228056 | -97.57796944 | 236.001 | 38.999 | — | 2 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.6 | 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 | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18249 BRKEY
18575 NBI No.
18575 On Under
1 Structure No.
5507 0153 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 12TH ST. Feature Intersected
I-44 UNDER Division
04 County
109 Location
1.5 MI N I-40 Sufficiency
84.6 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 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
1973 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
14.997 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
236.001 Deck Width
38.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 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
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.714 HS Inv. Rating Method
1 HS Inv. Method
38.25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
2210 Min Measured Clearance
1706 NBI Rating
18575 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
3 Lft. Curb SW
5 Rt. Curb SW
5 Description
112ft.-122ft. CONT. I-BM. SPANS WITH 2-5ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0153 X H Index
100 Latitude
35:28:56.21 Longitude
-97:34:40.69 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
NW 12TH ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18575 Vault Link
http://plansrv1/bridgemaintvault/b18575 GIS FO/SD
Meets Standards H Inv. Method
21.716 Latitude DD
35.48228056 Longitude DD
-97.57796944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18249 x
-10862329.8707024 y
4229615.8313433 |
|||||||||||||||||||||||||||||||||||||
| 18487 | 6242 0126WX | 18487 | Pontotoc | S.H. 3 | CLEAR BOGGY CREEK | 6242 0126WX | 3-44ft. PC BMS | 1973 | 34.73561667 | -96.64328056 | 134.843 | 51.837 | — | 3 | 25 | 3 | 48.556 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18248 BRKEY
18487 NBI No.
18487 On Under
1 Structure No.
6242 0126WX Control No.
042 Lane Ind.
W Milepoint
01260 Facility Carried
S.H. 3 Feature Intersected
CLEAR BOGGY CREEK Division
03 County
123 Location
1.2 MI S-E SH 99 JCT Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
3 Road Width
48.556 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
38.091 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
134.843 Deck Width
51.837 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.6 HS Inv. Rating Method
1 HS Inv. Method
26.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18487 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-44ft. PC BMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6242 0126WX H Index
98.4276 Latitude
34:44:08.22 Longitude
-96:38:35.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18487 Vault Link
http://plansrv1/bridgemaintvault/b18487 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
34.73561667 Longitude DD
-96.64328056 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18248 x
-10758280.7805307 y
4128010.29674467 |
|||||||||||||||||||||||||||||||||||||
| 18486 | 6242 0126EX | 18486 | Pontotoc | S.H. 3 | CLEAR BOGGY CREEK | 6242 0126EX | 3-44ft. PC BMS | 1973 | 34.735675 | -96.64274167 | 134.843 | 51.837 | — | 3 | 25 | 3 | 48.556 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18247 BRKEY
18486 NBI No.
18486 On Under
1 Structure No.
6242 0126EX Control No.
042 Lane Ind.
E Milepoint
01260 Facility Carried
S.H. 3 Feature Intersected
CLEAR BOGGY CREEK Division
03 County
123 Location
1.2 MI S-E SH 99 JCT Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
25 No. Main Spans
3 Road Width
48.556 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
134.843 Deck Width
51.837 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.6 HS Inv. Rating Method
1 HS Inv. Method
26.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18486 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-44ft. PC BMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6242 0126EX H Index
98.0541 Latitude
34:44:08.43 Longitude
-96:38:33.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18486 Vault Link
http://plansrv1/bridgemaintvault/b18486 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
34.735675 Longitude DD
-96.64274167 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18247 x
-10758220.7915703 y
4128018.19811628 |
|||||||||||||||||||||||||||||||||||||
| 18485 | 6242 0105 XC | 18485 | Pontotoc | S.H. 3 SD | CLEAR BOGGY CREEK | 6242 0105 XC | 3-46ft. PRESTRESSED CO | 1973 | 34.73883333 | -96.64291667 | 138.123 | 32.001 | — | 3 | 14 | 2 | 28.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.1 | Fair (5) | Good (7) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18246 BRKEY
18485 NBI No.
18485 On Under
1 Structure No.
6242 0105 XC Control No.
042 Lane Ind.
Milepoint
01050 Facility Carried
S.H. 3 SD Feature Intersected
CLEAR BOGGY CREEK Division
03 County
123 Location
400' E OF SH 3; SD Sufficiency
76.1 Kind Hwy
8 Level Service
0 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1973 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
3 Road Width
28.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
138.123 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41 HS Inv. Rating Method
1 HS Inv. Method
23.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 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
18485 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-46ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
6242 0105 XC H Index
99.9224 Latitude
34:44:19.8 Longitude
-96:38:34.5 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 SD Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
18485 Vault Link
http://plansrv1/bridgemaintvault/b18485 GIS FO/SD
Meets Standards H Inv. Method
17.5 Latitude DD
34.73883333 Longitude DD
-96.64291667 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
18246 x
-10758240.2724812 y
4128446.0332734 |
|||||||||||||||||||||||||||||||||||||
| 18484 | 4706 1084SX | 18484 | Major | U.S. 60 | INDIAN CREEK | 4706 1084SX | 3-50ft. I-BM. SPS SK. 70LF | 1973 | 36.391017 | -98.247131 | 150 | 45 | — | 3 | 20 | 2 | 42.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18245 BRKEY
18484 NBI No.
18484 On Under
1 Structure No.
4706 1084SX Control No.
006 Lane Ind.
S Milepoint
10840 Facility Carried
U.S. 60 Feature Intersected
INDIAN CREEK Division
06 County
093 Location
100 FT E JCT SH 58 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.7 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
1973 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
3 Road Width
42.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
150 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.
3 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.7 HS Inv. Rating Method
3 HS Inv. Method
45.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2880 Future ADT Year
2042 Bypass Detour
0.124274 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
18484 ODOT County
47 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPS SK. 70LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4706 1084SX H Index
89.2925 Latitude
36:23:27.66 Longitude
-98:14:49.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
18484 Vault Link
http://plansrv1/bridgemaintvault/b18484 GIS FO/SD
Meets Standards H Inv. Method
45.2 Latitude DD
36.391017 Longitude DD
-98.247131 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18245 x
-10936820.59482 y
4354558.95797009 |
|||||||||||||||||||||||||||||||||||||
| 18483 | 3522 0608 X | 18483 | Johnston | S.H. 48A | BIG SANDY CREEK | 3522 0608 X | 3-50ft. PSC BMS SPANS | 1973 | 34.274406 | -96.482511 | 151 | 35.2 | — | 3 | 0 | 2 | 33.3 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 916 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18244 BRKEY
18483 NBI No.
18483 On Under
1 Structure No.
3522 0608 X Control No.
022 Lane Ind.
Milepoint
06080 Facility Carried
S.H. 48A Feature Intersected
BIG SANDY CREEK Division
03 County
069 Location
3.4 MI W JCT SH48 Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
0048A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.3 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
1973 ADT Total
916 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
33.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.3 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151 Deck Width
35.2 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
9 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
73.4 HS Inv. Rating Method
3 HS Inv. Method
56.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1832 Future ADT Year
2042 Bypass Detour
24.854848 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
18483 ODOT County
35 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
3-50ft. PSC BMS SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3522 0608 X H Index
96.705 Latitude
34:16:27.86 Longitude
-96:28:57.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48A Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18483 Vault Link
http://plansrv1/bridgemaintvault/b18483 GIS FO/SD
Meets Standards H Inv. Method
56.5 Latitude DD
34.274406 Longitude DD
-96.482511 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18244 x
-10740383.9949764 y
4065707.8314892 |
|||||||||||||||||||||||||||||||||||||
| 18482 | 6034T0233 X | 18482 | Payne | CIMARRON TP | SLWC R.R. UNDER | 6034T0233 X | 39ft.-48ft.-39ft. PC BEAM SPANS | 1973 | 36.23628333 | -96.92258056 | 125 | 86.001 | — | 3 | 23 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.7 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18243 BRKEY
18482 NBI No.
18482 On Under
1 Structure No.
6034T0233 X Control No.
034 Lane Ind.
Milepoint
02330 Facility Carried
CIMARRON TP Feature Intersected
SLWC R.R. UNDER Division
04 County
119 Location
.2 MI E SH 108 Sufficiency
72.7 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
R Underclearance Right
17.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
125 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.8 HS Inv. Rating Method
1 HS Inv. Method
34.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18482 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.-48ft.-39ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6034T0233 X H Index
91.6781 Latitude
36:14:10.62 Longitude
-96:55:21.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28.69 NBI Text
18482 Vault Link
http://plansrv1/bridgemaintvault/b18482 GIS FO/SD
Meets Standards H Inv. Method
27.3 Latitude DD
36.23628333 Longitude DD
-96.92258056 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18243 x
-10789372.3143092 y
4333182.49051324 |
|||||||||||||||||||||||||||||||||||||
| 18391 | 5238T0301 X | 18391 | Noble | CIMARRON TP | CREEK | 5238T0301 X | 2-10ft. X 8ft. X 114ft. RCB, SK 60LF | 1973 | 36.39946389 | -97.27384167 | 24.199 | 116.001 | — | 2 | 30 | 4 | 113.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 4700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18242 BRKEY
18391 NBI No.
18391 On Under
1 Structure No.
5238T0301 X Control No.
038 Lane Ind.
Milepoint
03010 Facility Carried
CIMARRON TP Feature Intersected
CREEK Division
04 County
103 Location
T.P. NO 2.98 Sufficiency
79 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
4700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
113.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
116.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
7520 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18391 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 114ft. RCB, SK 60LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T0301 X H Index
93.2564 Latitude
36:23:58.07 Longitude
-97:16:25.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.98 NBI Text
18391 Vault Link
http://plansrv1/bridgemaintvault/b18391 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.39946389 Longitude DD
-97.27384167 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18242 x
-10828474.5222099 y
4355727.11943051 |
|||||||||||||||||||||||||||||||||||||
| 18390 | 5238T0240 X | 18390 | Noble | CIMARRON TP | CREEK | 5238T0240 X | 2-12ft. X 6ft. X 198ft. RCB | 1973 | 36.39871389 | -97.28423611 | 25 | 200 | — | 2 | 0 | 4 | 197.999 | 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) | V | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18241 BRKEY
18390 NBI No.
18390 On Under
1 Structure No.
5238T0240 X Control No.
038 Lane Ind.
Milepoint
02400 Facility Carried
CIMARRON TP Feature Intersected
CREEK Division
04 County
103 Location
T.P. NO 2.40 Sufficiency
77 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
4800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
197.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
200 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
108.2 HS Inv. Rating Method
0 HS Inv. Method
64.8 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
7680 Future ADT Year
2042 Bypass Detour
123.652866 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
18390 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 6ft. X 198ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T0240 X H Index
100 Latitude
36:23:55.37 Longitude
-97:17:03.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.40 NBI Text
18390 Vault Link
http://plansrv1/bridgemaintvault/b18390 GIS FO/SD
Meets Standards H Inv. Method
49.1 Latitude DD
36.39871389 Longitude DD
-97.28423611 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18241 x
-10829631.6259778 y
4355623.39315063 |
|||||||||||||||||||||||||||||||||||||
| 18389 | 5239T0239 X | 18389 | Noble | CIMARRON TP | CO. RD. E0490 UNDER | 5239T0239 X | 20ft. X 16ft. X 118ft. R.C.B. | 1973 | 36.30450278 | -96.98958056 | 20 | 120 | — | 1 | 17 | 4 | 117.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18240 BRKEY
18389 NBI No.
18389 On Under
1 Structure No.
5239T0239 X Control No.
039 Lane Ind.
Milepoint
02390 Facility Carried
CIMARRON TP Feature Intersected
CO. RD. E0490 UNDER Division
04 County
103 Location
T.P. NO 22.02 Sufficiency
79 Kind Hwy
2 Level Service
1 Route No.
E0490 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
99.9 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
5100 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
1 Road Width
117.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
120 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
124.4 HS Inv. Rating Method
0 HS Inv. Method
74.5 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
8160 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1600 Min Measured Clearance
1508 NBI Rating
18389 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft. X 16ft. X 118ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5239T0239 X H Index
94.9662 Latitude
36:18:16.21 Longitude
-96:59:22.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
N Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.02 NBI Text
18389 Vault Link
http://plansrv1/bridgemaintvault/b18389 GIS FO/SD
Meets Standards H Inv. Method
43.2 Latitude DD
36.30450278 Longitude DD
-96.98958056 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18240 x
-10796830.7201924 y
4342601.78381163 |
|||||||||||||||||||||||||||||||||||||
| 18388 | 6925 0202 X | 18388 | Stephens | S.H. 7 | CREEK | 6925 0202 X | 2-10ft. X 10ft. X 186ft. R.C. BOX | 1973 | 34.49181111 | -97.93393056 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.9 | 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) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18239 BRKEY
18388 NBI No.
18388 On Under
1 Structure No.
6925 0202 X Control No.
025 Lane Ind.
Milepoint
02020 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
137 Location
2.0 MI E OF US 81 Sufficiency
82.9 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
65 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
1973 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
65 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
55.2 HS Inv. Rating Method
1 HS Inv. Method
33.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.9 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
18388 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 186ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 0202 X H Index
99.8248 Latitude
34:29:30.52 Longitude
-97:56:02.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
55 NBI Text
18388 Vault Link
http://plansrv1/bridgemaintvault/b18388 GIS FO/SD
Meets Standards H Inv. Method
20.4 Latitude DD
34.49181111 Longitude DD
-97.93393056 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18239 x
-10901955.281323 y
4095032.97403175 |
|||||||||||||||||||||||||||||||||||||
| 18387 | 6925 0110 X | 18387 | Stephens | S.H. 7 | CREEK | 6925 0110 X | 2-10ft.X 4ft.X 167ft. R.C. BOX | 1973 | 34.49175556 | -97.94989722 | 22.001 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18238 BRKEY
18387 NBI No.
18387 On Under
1 Structure No.
6925 0110 X Control No.
025 Lane Ind.
Milepoint
01100 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
137 Location
1.1 MI E JCT US 81 Sufficiency
84 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
65 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1973 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
65 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
1.9 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
18387 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 167ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6925 0110 X H Index
100 Latitude
34:29:30.32 Longitude
-97:56:59.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
54 NBI Text
18387 Vault Link
http://plansrv1/bridgemaintvault/b18387 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.49175556 Longitude DD
-97.94989722 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18238 x
-10903732.6817839 y
4095025.47131137 |
|||||||||||||||||||||||||||||||||||||
| 18386 | 5507 0079 X | 18386 | Oklahoma | I-44 | CREEK | 5507 0079 X | 2-10ft.X 5ft.X 365ft. R.C.BOX | 1973 | 35.47154722 | -97.57875 | 23.999 | 0 | — | 2 | 0 | 8 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 140700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18237 BRKEY
18386 NBI No.
18386 On Under
1 Structure No.
5507 0079 X Control No.
007 Lane Ind.
Milepoint
00790 Facility Carried
I-44 Feature Intersected
CREEK Division
04 County
109 Location
0.7 MI N I-40 Sufficiency
67 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
73.002 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
1973 ADT Total
140700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
8 Fill RCB
33 Appr. Roadway Width
146.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
99.98 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
225120 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18386 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 365ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0079 X H Index
98.4213 Latitude
35:28:17.57 Longitude
-97:34:43.5 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18386 Vault Link
http://plansrv1/bridgemaintvault/b18386 GIS FO/SD
Meets Standards H Inv. Method
99.96 Latitude DD
35.47154722 Longitude DD
-97.57875 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18237 x
-10862416.7622441 y
4228148.6111344 |
|||||||||||||||||||||||||||||||||||||
| 18662 | 3404 2151 X | 18662 | Jefferson | U.S. 70 | CREEK | 3404 2151 X | 3 - 10ft. X 10ft. X 96ft. RCB | 1974 | 34.16378889 | -97.60664444 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18231 BRKEY
18662 NBI No.
18662 On Under
1 Structure No.
3404 2151 X Control No.
004 Lane Ind.
Milepoint
21510 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
067 Location
21.6 MI E JCT US81 Sufficiency
94.2 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 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
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
93.9 HS Inv. Rating Method
2 HS Inv. Method
56.4 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2560 Future ADT Year
2042 Bypass Detour
45.981468 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
18662 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 10ft. X 10ft. X 96ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3404 2151 X H Index
98.68 Latitude
34:09:49.64 Longitude
-97:36:23.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
018 NBI Text
18662 Vault Link
http://plansrv1/bridgemaintvault/b18662 GIS FO/SD
Meets Standards H Inv. Method
31.3 Latitude DD
34.16378889 Longitude DD
-97.60664444 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18231 x
-10865521.9571009 y
4050816.13282694 |
|||||||||||||||||||||||||||||||||||||
| 18574 | 5507 0255 X | 18574 | Oklahoma | N.W. 27TH ST. | I-44 UNDER | 5507 0255 X | 115ft.-108.5ft. CONT. I-BM. SPANS SK.87 DEG.59ft. W/ 2-5ft. SIDEWALKS | 1973 | 35.496875 | -97.57856389 | 225 | 37.5 | — | 2 | 3 | 2 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18230 BRKEY
18574 NBI No.
18574 On Under
1 Structure No.
5507 0255 X Control No.
Lane Ind.
Milepoint
Facility Carried
N.W. 27TH ST. Feature Intersected
I-44 UNDER Division
04 County
109 Location
2.5 MI N I-40 Sufficiency
87.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1973 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
12.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
225 Deck Width
37.5 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
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
71.32 HS Inv. Rating Method
1 HS Inv. Method
42.77 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1710 Min Measured Clearance
1509 NBI Rating
18574 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
115ft.-108.5ft. CONT. I-BM. SPANS SK.87 DEG.59ft. W/ 2-5ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0255 X H Index
94.4866 Latitude
35:29:48.75 Longitude
-97:34:42.83 I257A
0 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N.W. 27TH ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18574 Vault Link
http://plansrv1/bridgemaintvault/b18574 GIS FO/SD
FO H Inv. Method
26.455 Latitude DD
35.496875 Longitude DD
-97.57856389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18230 x
-10862396.0445737 y
4231611.16844073 |
|||||||||||||||||||||||||||||||||||||
| 18573 | 5507 0201 X | 18573 | Oklahoma | N.W.19TH ST. | I-44 UNDER | 5507 0201 X | 2-106ft. CONT. I-BM. SPANS SK. 87 DEG.38ft. W 5ft. SIDEWALK NORTH ONLY | 1973 | 35.48916111 | -97.57945556 | 212.001 | 35 | — | 2 | 3 | 2 | 28.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18229 BRKEY
18573 NBI No.
18573 On Under
1 Structure No.
5507 0201 X Control No.
Lane Ind.
Milepoint
Facility Carried
N.W.19TH ST. Feature Intersected
I-44 UNDER Division
04 County
109 Location
2.0 MI N I-40 Sufficiency
76 Kind Hwy
5 Level Service
1 Route No.
09510 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.497 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1973 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
2 Road Width
28.002 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
212.001 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1808 Max Measured Clearance
2001 Min Measured Clearance
1605 NBI Rating
18573 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
5 Rt. Curb SW
0.499 Description
2-106ft. CONT. I-BM. SPANS SK. 87 DEG.38ft. W 5ft. SIDEWALK NORTH ONLY Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0201 X H Index
99.9097 Latitude
35:29:20.98 Longitude
-97:34:46.04 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N.W. 19TH ST. (WB) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18573 Vault Link
http://plansrv1/bridgemaintvault/b18573 GIS FO/SD
FO H Inv. Method
35.715 Latitude DD
35.48916111 Longitude DD
-97.57945556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18229 x
-10862495.3048241 y
4230556.48803908 |
|||||||||||||||||||||||||||||||||||||
| 18572 | 5507 0200 X | 18572 | Oklahoma | N.W. 19TH ST. | I-44 UNDER | 5507 0200 X | 2-106ft. CONT. I-BM. SPANS SK 87 DEG.38ft. W/5ft. SIDEWALK SOUTH ONLY | 1973 | 35.48888889 | -97.57944444 | 212.001 | 35 | — | 2 | 3 | 2 | 28.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18228 BRKEY
18572 NBI No.
18572 On Under
1 Structure No.
5507 0200 X Control No.
Lane Ind.
Milepoint
Facility Carried
N.W. 19TH ST. Feature Intersected
I-44 UNDER Division
04 County
109 Location
2.0 MI N I-40 Sufficiency
76 Kind Hwy
5 Level Service
1 Route No.
09510 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.402 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1973 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
2 Road Width
28.002 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
212.001 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1808 Max Measured Clearance
2104 Min Measured Clearance
1707 NBI Rating
18572 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0.499 Rt. Curb SW
5 Description
2-106ft. CONT. I-BM. SPANS SK 87 DEG.38ft. W/5ft. SIDEWALK SOUTH ONLY Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0200 X H Index
99.932 Latitude
35:29:20 Longitude
-97:34:46 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N.W. 19TH ST. (EB) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18572 Vault Link
http://plansrv1/bridgemaintvault/b18572 GIS FO/SD
FO H Inv. Method
35.715 Latitude DD
35.48888889 Longitude DD
-97.57944444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18228 x
-10862494.0669513 y
4230519.27065182 |
|||||||||||||||||||||||||||||||||||||
| 18571 | 5507 0179 X | 18571 | Oklahoma | 16TH ST. | I-44 UNDER | 5507 0179 X | 101ft.-110ft. CONT. I-BM. SPANS W/ 5ft. SIDEWALK RH ONLY SK. 74 DEG.02ft. | 1973 | 35.48591667 | -97.57896944 | 211.499 | 61.499 | — | 2 | 16 | 3 | 54.501 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18227 BRKEY
18571 NBI No.
18571 On Under
1 Structure No.
5507 0179 X Control No.
Lane Ind.
Milepoint
Facility Carried
16TH ST. Feature Intersected
I-44 UNDER Division
04 County
109 Location
1.7 MI N I-40 Sufficiency
98 Kind Hwy
5 Level Service
1 Route No.
09506 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
59.501 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
1973 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
2 Road Width
54.501 Ref. Underclearance Rt.
H Underclearance Right
19.997 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
54.501 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
211.499 Deck Width
61.499 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
8 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.16 HS Inv. Rating Method
1 HS Inv. Method
33.03 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1903 Max Measured Clearance
2102 Min Measured Clearance
1608 NBI Rating
18571 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
5 Description
101ft.-110ft. CONT. I-BM. SPANS W/ 5ft. SIDEWALK RH ONLY SK. 74 DEG.02ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0179 X H Index
87.9862 Latitude
35:29:09.3 Longitude
-97:34:44.29 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
N.W. 16TH ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18571 Vault Link
http://plansrv1/bridgemaintvault/b18571 GIS FO/SD
Meets Standards H Inv. Method
22.33 Latitude DD
35.48591667 Longitude DD
-97.57896944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18227 x
-10862441.1901932 y
4230112.92273554 |
|||||||||||||||||||||||||||||||||||||
| 18570 | 6035T0068 X | 18570 | Payne | 6006C | CIMARRON TP UNDER | 6035T0068 X | 107ft.-103ft. PC BM SPANS, SK 45 LF | 1973 | 36.20251389 | -97.06063056 | 209.974 | 31.001 | — | 2 | 45 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | 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) | V | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18226 BRKEY
18570 NBI No.
18570 On Under
1 Structure No.
6035T0068 X Control No.
Lane Ind.
Milepoint
Facility Carried
6006C Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
.8 MI'S NE JCT US 177 Sufficiency
93 Kind Hwy
4 Level Service
1 Route No.
6006C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.871 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
12.139 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
209.974 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 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
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
83.555 HS Inv. Rating Method
1 HS Inv. Method
41.337 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
1.864114 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
1900 Min Measured Clearance
1704 NBI Rating
18570 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
107ft.-103ft. PC BM SPANS, SK 45 LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6035T0068 X H Index
99.0544 Latitude
36:12:09.05 Longitude
-97:03:38.27 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
6006C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.40A NBI Text
18570 Vault Link
http://plansrv1/bridgemaintvault/b18570 GIS FO/SD
Meets Standards H Inv. Method
37.148 Latitude DD
36.20251389 Longitude DD
-97.06063056 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18226 x
-10804739.9700132 y
4328522.86986041 |
|||||||||||||||||||||||||||||||||||||
| 18569 | 5507 0178 X | 18569 | Oklahoma | UTILITY BRIDGE | I-44 UNDER | 5507 0178 X | 101ft.-5in.,110ft.-1in. CONT. PLATE GIRDER SPANS SK. 74 DEG.02ft. | 1973 | 35.485831 | -97.578936 | 211.667 | 8.999 | — | 2 | 16 | 8 | 122.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | L | 136600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18225 BRKEY
18569 NBI No.
18569 On Under
2 Structure No.
5507 0178 X Control No.
007 Lane Ind.
Milepoint
01780 Facility Carried
UTILITY BRIDGE Feature Intersected
I-44 UNDER Division
04 County
109 Location
1.7 MI N I-40 Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
87.999 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
1973 ADT Total
136600 ADT Year
2022 Design Load
Other or Unknown Skew
16 No. Main Spans
2 Road Width
122.001 Ref. Underclearance Rt.
H Underclearance Right
19.997 Underclearance Left
10 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
122.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
211.667 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
6 Bridge Posting
! Waterway Adequacy
N 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
218560 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
1903 Max Measured Clearance
2106 Min Measured Clearance
1702 NBI Rating
18569 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
101ft.-5in.,110ft.-1in. CONT. PLATE GIRDER SPANS SK. 74 DEG.02ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0178 X H Index
90.5809 Latitude
35:29:08.99 Longitude
-97:34:44.17 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-44 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18569 Vault Link
http://plansrv1/bridgemaintvault/b18569 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.485831 Longitude DD
-97.578936 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18225 x
-10862437.4676694 y
4230101.21055956 |
|||||||||||||||||||||||||||||||||||||
| 18480 | 5931T1622 X | 18480 | Pawnee | CIMARRON TP | NO NAME CREEK | 5931T1622 X | 100ft. PC BEAM SPAN | 1973 | 36.21964444 | -96.53066389 | 103.018 | 86.001 | — | 1 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18223 BRKEY
18480 NBI No.
18480 On Under
1 Structure No.
5931T1622 X Control No.
031 Lane Ind.
Milepoint
16220 Facility Carried
CIMARRON TP Feature Intersected
NO NAME CREEK Division
08 County
117 Location
2 MI'S E SH 99 Sufficiency
64 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
103.018 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.2 HS Inv. Rating Method
1 HS Inv. Method
43.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18480 ODOT County
59 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T1622 X H Index
87.5468 Latitude
36:13:10.72 Longitude
-96:31:50.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50.83 NBI Text
18480 Vault Link
http://plansrv1/bridgemaintvault/b18480 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.21964444 Longitude DD
-96.53066389 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18223 x
-10745744.3501714 y
4330886.34925824 |
|||||||||||||||||||||||||||||||||||||
| 18479 | 5931T0752 X | 18479 | Pawnee | CIMARRON TP | ABANDONED R.R. UNDER | 5931T0752 X | 100ft. PC BEAM SPAN | 1973 | 36.22490556 | -96.68500556 | 102 | 86.001 | — | 1 | 5 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 8400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
18222 BRKEY
18479 NBI No.
18479 On Under
1 Structure No.
5931T0752 X Control No.
031 Lane Ind.
Milepoint
07520 Facility Carried
CIMARRON TP Feature Intersected
ABANDONED R.R. UNDER Division
08 County
117 Location
1 MI S MARAMEC Sufficiency
75 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
0 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8400 ADT Year
2022 Design Load
H 20 Skew
5 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
11.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.4 HS Inv. Rating Method
1 HS Inv. Method
41.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13440 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18479 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5931T0752 X H Index
100 Latitude
36:13:29.66 Longitude
-96:41:06.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
42.17 NBI Text
18479 Vault Link
http://plansrv1/bridgemaintvault/b18479 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
36.22490556 Longitude DD
-96.68500556 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18222 x
-10762925.586284 y
4331612.32292363 |
|||||||||||||||||||||||||||||||||||||
| 18478 | 6034T0664 X | 18478 | Payne | CIMARRON TP | EAST CAMP CREEK | 6034T0664 X | 100ft. PC BEAM SPAN | 1973 | 36.22501111 | -96.84946389 | 102 | 86.001 | — | 1 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18221 BRKEY
18478 NBI No.
18478 On Under
1 Structure No.
6034T0664 X Control No.
034 Lane Ind.
Milepoint
06640 Facility Carried
CIMARRON TP Feature Intersected
EAST CAMP CREEK Division
04 County
119 Location
4.5 MIS E GLENCOE Sufficiency
72 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102 Deck Width
86.001 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
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.3 HS Inv. Rating Method
1 HS Inv. Method
37.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18478 ODOT County
60 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6034T0664 X H Index
94.3476 Latitude
36:13:30.04 Longitude
-96:50:58.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.97 NBI Text
18478 Vault Link
http://plansrv1/bridgemaintvault/b18478 GIS FO/SD
Meets Standards H Inv. Method
34.7 Latitude DD
36.22501111 Longitude DD
-96.84946389 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18221 x
-10781233.0038363 y
4331626.88810161 |
|||||||||||||||||||||||||||||||||||||
| 18477 | 5238T0383 X | 18477 | Noble | CIMARRON TP | CREEK | 5238T0383 X | 100ft. PC BEAM SPAN | 1973 | 36.40234444 | -97.25959444 | 101.05 | 86.001 | — | 1 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 4700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18220 BRKEY
18477 NBI No.
18477 On Under
1 Structure No.
5238T0383 X Control No.
038 Lane Ind.
Milepoint
03830 Facility Carried
CIMARRON TP Feature Intersected
CREEK Division
04 County
103 Location
1.5 MIS NE JCT US 77 Sufficiency
64 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.99 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
4700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89.1 HS Inv. Rating Method
1 HS Inv. Method
41.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7520 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18477 ODOT County
52 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5238T0383 X H Index
89.3961 Latitude
36:24:08.44 Longitude
-97:15:34.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.80 NBI Text
18477 Vault Link
http://plansrv1/bridgemaintvault/b18477 GIS FO/SD
Meets Standards H Inv. Method
37.2 Latitude DD
36.40234444 Longitude DD
-97.25959444 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18220 x
-10826888.5278211 y
4356125.51371699 |
|||||||||||||||||||||||||||||||||||||
| 18476 | 6034T0322 X | 18476 | Payne | CIMARRON TP | WEST CAMP CREEK | 6034T0322 X | 100ft. PC BEAM SPAN | 1973 | 36.22915833 | -96.90931111 | 100.499 | 86.001 | — | 1 | 0 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18219 BRKEY
18476 NBI No.
18476 On Under
1 Structure No.
6034T0322 X Control No.
034 Lane Ind.
Milepoint
03220 Facility Carried
CIMARRON TP Feature Intersected
WEST CAMP CREEK Division
04 County
119 Location
1.1 MI E GLENCOE Sufficiency
62 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.499 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.1 HS Inv. Rating Method
1 HS Inv. Method
41.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18476 ODOT County
60 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6034T0322 X H Index
80.5772 Latitude
36:13:44.97 Longitude
-96:54:33.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29.57 NBI Text
18476 Vault Link
http://plansrv1/bridgemaintvault/b18476 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
36.22915833 Longitude DD
-96.90931111 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18219 x
-10787895.1658921 y
4332199.19165198 |
|||||||||||||||||||||||||||||||||||||
| 18661 | 6419 1966 X | 18661 | Pushmataha | S.H. 2 | HACKETT CREEK | 6419 1966 X | (3) 10ft. X 10ft. X 123.6ft. LONG RCB SK 30° | 1974 | 34.48029444 | -95.54555 | 39.259 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18212 BRKEY
18661 NBI No.
18661 On Under
1 Structure No.
6419 1966 X Control No.
019 Lane Ind.
Milepoint
19660 Facility Carried
S.H. 2 Feature Intersected
HACKETT CREEK Division
02 County
127 Location
19.66 N JCT SH-3 Sufficiency
84 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
610 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
14 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.259 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
345.9 HS Inv. Rating Method
1 HS Inv. Method
207.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18661 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 123.6ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6419 1966 X H Index
97.1521 Latitude
34:28:49.06 Longitude
-95:32:43.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
079 NBI Text
18661 Vault Link
http://plansrv1/bridgemaintvault/b18661 GIS FO/SD
Meets Standards H Inv. Method
179 Latitude DD
34.48029444 Longitude DD
-95.54555 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18212 x
-10636081.9735633 y
4093477.61096912 |
|||||||||||||||||||||||||||||||||||||
| 18660 | 1120 1948 X | 18660 | Cherokee | S.H. 82 | S. BRANCH PARKHILL CREEK | 1120 1948 X | 3-12ft.X 8ft.X 75ft. R.C.B | 1974 | 35.84934444 | -94.97176389 | 39.042 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 9600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18211 BRKEY
18660 NBI No.
18660 On Under
1 Structure No.
1120 1948 X Control No.
020 Lane Ind.
Milepoint
19480 Facility Carried
S.H. 82 Feature Intersected
S. BRANCH PARKHILL CREEK Division
01 County
021 Location
19.6 MI N SEQUOYAH CL Sufficiency
84.2 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1974 ADT Total
9600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15360 Future ADT Year
2042 Bypass Detour
62.75849 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
18660 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 8ft.X 75ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1120 1948 X H Index
98.6859 Latitude
35:50:57.64 Longitude
-94:58:18.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
18660 Vault Link
http://plansrv1/bridgemaintvault/b18660 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.84934444 Longitude DD
-94.97176389 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18211 x
-10572208.3959738 y
4279911.15154597 |
|||||||||||||||||||||||||||||||||||||
| 18659 | 4603 1558 X | 18659 | McIntosh | U.S. 69 | CREEK | 4603 1544 X | (3) 8ft. X 4ft. X 176.2ft. LONG RCB SK 30° | 1974 | 35.43550833 | -95.55441667 | 32.3 | 0 | — | 3 | 30 | 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 | 02 - Principal Arterial Other (Rural) | C | 16500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18210 BRKEY
18659 NBI No.
18659 On Under
1 Structure No.
4603 1558 X Control No.
003 Lane Ind.
Milepoint
15580 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
01 County
091 Location
1.7 S JCT I-40 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1974 ADT Total
16500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.3 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26400 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18659 ODOT County
46 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) 8ft. X 4ft. X 176.2ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4603 1544 X H Index
99.4591 Latitude
35:26:07.83 Longitude
-95:33:15.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1544 NBI Text
18659 Vault Link
http://plansrv1/bridgemaintvault/b18659 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.43550833 Longitude DD
-95.55441667 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18210 x
-10637069.0067527 y
4223223.61885389 |
|||||||||||||||||||||||||||||||||||||
| 18658 | 5504 1302 X | 18658 | Oklahoma | U.S. 62 | CREEK | 5504 1302 X | 3-10ft.X 7ft.X 107ft. R.C.BOX W/ 3ft C/W ON NORTH AND DROP INLET ON SOUTH | 1974 | 35.49310556 | -97.23677222 | 31.699 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 11100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18209 BRKEY
18658 NBI No.
18658 On Under
1 Structure No.
5504 1302 X Control No.
004 Lane Ind.
Milepoint
13020 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
04 County
109 Location
13.1 MI E OF JCT I-35 Sufficiency
77 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
86.499 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
1974 ADT Total
11100 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
5 Fill RCB
FG Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.699 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
50.18 HS Inv. Rating Method
2 HS Inv. Method
30.1 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
17760 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
18658 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 7ft.X 107ft. R.C.BOX W/ 3ft C/W ON NORTH AND DROP INLET ON SOUTH Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 1302 X H Index
97.7811 Latitude
35:29:35.18 Longitude
-97:14:12.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18658 Vault Link
http://plansrv1/bridgemaintvault/b18658 GIS FO/SD
Meets Standards H Inv. Method
16.7 Latitude DD
35.49310556 Longitude DD
-97.23677222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18209 x
-10824347.9699119 y
4231095.77969661 |
|||||||||||||||||||||||||||||||||||||
| 18657 | 5620 1216 X | 18657 | Okmulgee | S.H. 56 | SALT CREEK TRIB. | 5620 1216 X | (3) 10ft. X 8ft. X 70ft. LONG RCB | 1974 | 35.61 | -96.046025 | 32 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18208 BRKEY
18657 NBI No.
18657 On Under
1 Structure No.
5620 1216 X Control No.
020 Lane Ind.
Milepoint
12160 Facility Carried
S.H. 56 Feature Intersected
SALT CREEK TRIB. Division
01 County
111 Location
12.16 E OKFUSKEE C/L Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
67.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
100 HS Inv. Rating Method
2 HS Inv. Method
86.6 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1760 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18657 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 8ft. X 70ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5620 1216 X H Index
67 Latitude
35:36:36 Longitude
-96:02:45.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20-1216 NBI Text
18657 Vault Link
http://plansrv1/bridgemaintvault/b18657 GIS FO/SD
Meets Standards H Inv. Method
48.1 Latitude DD
35.61 Longitude DD
-96.046025 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18208 x
-10691794.595718 y
4247089.81974067 |
|||||||||||||||||||||||||||||||||||||
| 18656 | 1110 1124 X | 18656 | Cherokee | S.H. 10 | MOLLIE FIELDS CREEK | 1110 1124 X | 3-10ft.X 5ft.X 40ft. R.C.B | 1974 | 36.05766944 | -94.89845278 | 33.136 | 40 | — | 3 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18207 BRKEY
18656 NBI No.
18656 On Under
1 Structure No.
1110 1124 X Control No.
010 Lane Ind.
Milepoint
11240 Facility Carried
S.H. 10 Feature Intersected
MOLLIE FIELDS CREEK Division
01 County
021 Location
11.6 MI N US62 Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1974 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.9 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
47.22421 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
18656 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 5ft.X 40ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 1124 X H Index
97.36 Latitude
36:03:27.61 Longitude
-94:53:54.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
18656 Vault Link
http://plansrv1/bridgemaintvault/b18656 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
36.05766944 Longitude DD
-94.89845278 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18207 x
-10564047.4405391 y
4308559.50224822 |
|||||||||||||||||||||||||||||||||||||
| 18568 | 1320 0990 X | 18568 | Cimarron | S.H. 325 | SOUTH CARRIZO CREEK | 1320 0990 X | 5-40ft. CONC. PAN GIRDER SPANS | 1973 | 36.899047 | -102.82865 | 200.131 | 32.001 | — | 5 | 0 | 2 | 30 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 70 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18206 BRKEY
18568 NBI No.
18568 On Under
1 Structure No.
1320 0990 X Control No.
020 Lane Ind.
Milepoint
09900 Facility Carried
S.H. 325 Feature Intersected
SOUTH CARRIZO CREEK Division
06 County
025 Location
9.8 MI E OKLA. S/L Sufficiency
82 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
70 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
02 Length
200.131 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
112 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
18568 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. CONC. PAN GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1320 0990 X H Index
86.663 Latitude
36:53:56.57 Longitude
-102:49:43.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 325 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
18568 Vault Link
http://plansrv1/bridgemaintvault/b18568 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.899047 Longitude DD
-102.82865 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18206 x
-11446832.9569597 y
4425044.5670579 |
|||||||||||||||||||||||||||||||||||||
| 18567 | 5233 1663 X | 18567 | Noble | U.S. 412 | I-35 UNDER | 5233 1663 X | 2- 100ft. P.C. BM. SPANS W/ SLOPED FACED PARAPETS | 1973 | 36.40035556 | -97.32744444 | 203.084 | 50.299 | — | 2 | 0 | 3 | 47.3 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | A | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18205 BRKEY
18567 NBI No.
18567 On Under
1 Structure No.
5233 1663 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 412 Feature Intersected
I-35 UNDER Division
04 County
103 Location
8.6 MI N JCT US 77 Sufficiency
84.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.3 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
47.3 Ref. Underclearance Rt.
H Underclearance Right
21.998 Underclearance Left
17.5 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
203.084 Deck Width
50.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1711 Min Measured Clearance
1706 NBI Rating
18567 ODOT County
52 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2- 100ft. P.C. BM. SPANS W/ SLOPED FACED PARAPETS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1663 X H Index
90.3116 Latitude
36:24:01.28 Longitude
-97:19:38.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 412 WB - CIM TURNP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18567 Vault Link
http://plansrv1/bridgemaintvault/b18567 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
36.40035556 Longitude DD
-97.32744444 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18205 x
-10834441.5552714 y
4355850.44021566 |
|||||||||||||||||||||||||||||||||||||
| 18566 | 5507 0230 X | 18566 | Oklahoma | N.W. 23RD ST. | I-44 UNDER | 5507 0230 X | 102ft.-98ft. CONT. PLATE GIRDER SPANS SK. 86 DEG.19ft.04ft. WITH 2-5ft. SIDEWALLKS | 1973 | 35.49316944 | -97.57857778 | 200.249 | 87.5 | — | 2 | 2 | 6 | 76.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18204 BRKEY
18566 NBI No.
18566 On Under
1 Structure No.
5507 0230 X Control No.
Lane Ind.
Milepoint
Facility Carried
N.W. 23RD ST. Feature Intersected
I-44 UNDER Division
04 County
109 Location
2.3 MI N I-40 Sufficiency
96.2 Kind Hwy
5 Level Service
1 Route No.
09520 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
85.997 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1973 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
2 No. Main Spans
2 Road Width
76.001 Ref. Underclearance Rt.
H Underclearance Right
18.1 Underclearance Left
10.102 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
200.249 Deck Width
87.5 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.281 HS Inv. Rating Method
1 HS Inv. Method
37.368 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1902 Min Measured Clearance
1602 NBI Rating
18566 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
6 DK Surf. Type
3 Lft. Curb SW
5 Rt. Curb SW
5 Description
102ft.-98ft. CONT. PLATE GIRDER SPANS SK. 86 DEG.19ft.04ft. WITH 2-5ft. SIDEWALLKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0230 X H Index
98.9463 Latitude
35:29:35.41 Longitude
-97:34:42.88 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
N.W. 23RD STREET Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18566 Vault Link
http://plansrv1/bridgemaintvault/b18566 GIS FO/SD
Meets Standards H Inv. Method
23.81 Latitude DD
35.49316944 Longitude DD
-97.57857778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
18204 x
-10862397.5908014 y
4231104.51369257 |
|||||||||||||||||||||||||||||||||||||
| 18565 | 6034T0064 XR | 18565 | Payne | TURNPIKE RAMP | CIMARRON TP UNDER | 6034T0064 X | 2-102ft. PC BEAM SPANS | 1973 | 36.24167222 | -96.95150556 | 205.052 | 42.001 | — | 2 | 43 | 2 | 38.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | V | 3650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18203 BRKEY
18565 NBI No.
18565 On Under
1 Structure No.
6034T0064 XR Control No.
Lane Ind.
Milepoint
Facility Carried
TURNPIKE RAMP Feature Intersected
CIMARRON TP UNDER Division
04 County
119 Location
.3 MI S COUNTY LINE Sufficiency
74 Kind Hwy
8 Level Service
7 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1973 ADT Total
3650 ADT Year
2022 Design Load
HS 20 Skew
43 No. Main Spans
2 Road Width
38.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44.905 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
205.052 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 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
64.926 HS Inv. Rating Method
1 HS Inv. Method
38.25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5840 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NO Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1707 Max Measured Clearance
1808 Min Measured Clearance
1706 NBI Rating
18565 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-102ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6034T0064 X H Index
93.4527 Latitude
36:14:30.02 Longitude
-96:57:05.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
TURNPIKE RAMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
27.01 NBI Text
18565 Vault Link
http://plansrv1/bridgemaintvault/b18565 GIS FO/SD
Meets Standards H Inv. Method
34.061 Latitude DD
36.24167222 Longitude DD
-96.95150556 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
18203 x
-10792592.2305804 y
4333926.25380965 |
|||||||||||||||||||||||||||||||||||||
| 18564 | 7286 1127 X | 18564 | Tulsa | 65TH W AVE. | U.S. 64 UNDER | 7286 1127 X | 2-100ft. CONT. WELDED | 1973 | 36.15194444 | -96.06527778 | 202.1 | 78.799 | — | 2 | 31 | 5 | 67 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.4 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18202 BRKEY
18564 NBI No.
18564 On Under
1 Structure No.
7286 1127 X Control No.
Lane Ind.
Milepoint
Facility Carried
65TH W AVE. Feature Intersected
U.S. 64 UNDER Division
08 County
143 Location
11.2 MI S-E OSAGE CO Sufficiency
87.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1973 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
31 No. Main Spans
2 Road Width
67 Ref. Underclearance Rt.
H Underclearance Right
13.999 Underclearance Left
17.001 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
77 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
202.1 Deck Width
78.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.1 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
1407 Max Measured Clearance
1502 Min Measured Clearance
1411 NBI Rating
18564 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
2-100ft. CONT. WELDED Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7286 1127 X H Index
95.6498 Latitude
36:09:07 Longitude
-96:03:55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
65TH W 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
18564 Vault Link
http://plansrv1/bridgemaintvault/b18564 GIS FO/SD
FO H Inv. Method
40.9 Latitude DD
36.15194444 Longitude DD
-96.06527778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
18202 x
-10693937.805384 y
4321548.88463047 |
|||||||||||||||||||||||||||||||||||||
| 18563 | 5507 0229 X | 18563 | Oklahoma | UTILITY BRIDGE | I-44 UNDER | 5507 0229 X | 101ft.-98ft. CONT. PLATE GIRDER SPANS SK. 86 DEG. 19ft. | 1973 | 35.493083 | -97.578581 | 200.249 | 8.999 | — | 2 | 2 | 8 | 138.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | L | 136600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18201 BRKEY
18563 NBI No.
18563 On Under
2 Structure No.
5507 0229 X Control No.
007 Lane Ind.
Milepoint
02290 Facility Carried
UTILITY BRIDGE Feature Intersected
I-44 UNDER Division
04 County
109 Location
2.2 MI N I-40 Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
76.001 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
1973 ADT Total
136600 ADT Year
2022 Design Load
Other or Unknown Skew
2 No. Main Spans
2 Road Width
138.002 Ref. Underclearance Rt.
H Underclearance Right
18.199 Underclearance Left
10 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
138.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
200.249 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
6 Bridge Posting
! Waterway Adequacy
N 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
218560 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
1511 Max Measured Clearance
1902 Min Measured Clearance
1702 NBI Rating
18563 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
101ft.-98ft. CONT. PLATE GIRDER SPANS SK. 86 DEG. 19ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0229 X H Index
-1 Latitude
35:29:35.1 Longitude
-97:34:42.89 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-44 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18563 Vault Link
http://plansrv1/bridgemaintvault/b18563 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.493083 Longitude DD
-97.578581 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18201 x
-10862397.9492502 y
4231092.69518123 |
|||||||||||||||||||||||||||||||||||||
| 18475 | 5239T0083 X | 18475 | Noble | CIMARRON TP | CREEK | 5239T0083 X | 98ft. PC BEAM SPANS | 1973 | 36.324375 | -97.00362778 | 99.081 | 86.001 | — | 1 | 30 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | V | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18200 BRKEY
18475 NBI No.
18475 On Under
1 Structure No.
5239T0083 X Control No.
039 Lane Ind.
Milepoint
00830 Facility Carried
CIMARRON TP Feature Intersected
CREEK Division
04 County
103 Location
2 MIS N MORRISON Sufficiency
75 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.99 Bridge System
V Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1973 ADT Total
5100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
99.081 Deck Width
86.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79 HS Inv. Rating Method
1 HS Inv. Method
42.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
18475 ODOT County
52 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
98ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5239T0083 X H Index
88.2604 Latitude
36:19:27.75 Longitude
-97:00:13.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CIMARRON TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.41 NBI Text
18475 Vault Link
http://plansrv1/bridgemaintvault/b18475 GIS FO/SD
Meets Standards H Inv. Method
38.1 Latitude DD
36.324375 Longitude DD
-97.00362778 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
18200 x
-10798394.4495698 y
4345347.15847896 |
|||||||||||||||||||||||||||||||||||||
| 18474 | 5710 1736 X | 18474 | Osage | S.H. 11 | DOG THRASHER CREEK | 5710 1736 X | 83ft. I-BM. SPAN | 1973 | 36.548575 | -96.12724444 | 83.99 | 35 | — | 1 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.2 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18199 BRKEY
18474 NBI No.
18474 On Under
1 Structure No.
5710 1736 X Control No.
010 Lane Ind.
Milepoint
17360 Facility Carried
S.H. 11 Feature Intersected
DOG THRASHER CREEK Division
08 County
113 Location
1.1 MI. E. JCT.SH123 Sufficiency
80.2 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1973 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
83.99 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.7 HS Inv. Rating Method
1 HS Inv. Method
44.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
18474 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
83ft. I-BM. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5710 1736 X H Index
77.81 Latitude
36:32:54.87 Longitude
-96:07:38.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
18474 Vault Link
http://plansrv1/bridgemaintvault/b18474 GIS FO/SD
Meets Standards H Inv. Method
32.5 Latitude DD
36.548575 Longitude DD
-96.12724444 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
18199 x
-10700835.9024213 y
4376369.37245916 |
|||||||||||||||||||||||||||||||||||||
| 18473 | 5507 0382SX | 18473 | Oklahoma | I-44 EB | DREXEL BLVD UNDER | 5507 0382 X | 82ft. PLATE GIRDER SPAN SK. 87 DEG.17ft.06ft. | 1973 | 35.51135278 | -97.57023611 | 82.5 | 60.374 | — | 1 | 6 | 3 | 57.375 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.6 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 43450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18198 BRKEY
18473 NBI No.
18473 On Under
1 Structure No.
5507 0382SX Control No.
007 Lane Ind.
S Milepoint
03820 Facility Carried
I-44 EB Feature Intersected
DREXEL BLVD UNDER Division
04 County
109 Location
3.8 MI N I-40 Sufficiency
83.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.375 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
1973 ADT Total
43450 ADT Year
2022 Design Load
HS 20 Skew
6 No. Main Spans
1 Road Width
57.375 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
57.001 Span Type Main
M Material
3 - Steel Design
02 Length
82.5 Deck Width
60.374 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92.263 HS Inv. Rating Method
1 HS Inv. Method
55.446 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
69520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1402 Max Measured Clearance
1405 Min Measured Clearance
1405 NBI Rating
18473 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
82ft. PLATE GIRDER SPAN SK. 87 DEG.17ft.06ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0382 X H Index
83.2672 Latitude
35:30:40.87 Longitude
-97:34:12.85 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
18473 Vault Link
http://plansrv1/bridgemaintvault/b18473 GIS FO/SD
Meets Standards H Inv. Method
41.447 Latitude DD
35.51135278 Longitude DD
-97.57023611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
18198 x
-10861469.0003447 y
4233590.91409033 |
|||||||||||||||||||||||||||||||||||||
| 18726 | 7704 0530 X | 18726 | Woodward | U.S. 183 | CREEK | 7704 0530 X | 46.25'x45'x46.25' PCB Spans w/ 2-4ft. sidewalks | 1974 | 36.433486 | -99.421047 | 137.5 | 80.5 | — | 3 | 0 | 4 | 70 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.3 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 15900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18194 BRKEY
18726 NBI No.
18726 On Under
1 Structure No.
7704 0530 X Control No.
004 Lane Ind.
Milepoint
05300 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
1.8 MI W JCT SH 34 Sufficiency
96.3 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
70 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1974 ADT Total
15900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
70 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
52.014 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.5 Deck Width
80.5 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
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
88.4 HS Inv. Rating Method
3 HS Inv. Method
64.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25440 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
18726 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
4 Rt. Curb SW
4.3 Description
46.25'x45'x46.25' PCB Spans w/ 2-4ft. sidewalks Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7704 0530 X H Index
80.1918 Latitude
36:26:00.55 Longitude
-99:25:15.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 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
18726 Vault Link
http://plansrv1/bridgemaintvault/b18726 GIS FO/SD
Meets Standards H Inv. Method
64.3 Latitude DD
36.433486 Longitude DD
-99.421047 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
18194 x
-11067500.3261741 y
4360433.48852844 |
|||||||||||||||||||||||||||||||||||||
| 18725 | 5505 0148 XR | 18725 | Oklahoma | S.H. 152 RAMP W-N | I-44 RAMP S-W UNDER | 5505 0148 XR | 35ft.-61ft.-35ft. CONT. PLATE GIRDER SPANS SK.73 DEG 01ft.07ft. | 1974 | 35.417372 | -97.581092 | 135 | 28.999 | — | 3 | 17 | 1 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
18193 BRKEY
18725 NBI No.
18725 On Under
1 Structure No.
5505 0148 XR Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 152 RAMP W-N Feature Intersected
I-44 RAMP S-W UNDER Division
04 County
109 Location
JCT I-44/S.H. 152 Sufficiency
92.1 Kind Hwy
3 Level Service
7 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1974 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5.997 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
135 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
1800 Min Measured Clearance
1610 NBI Rating
18725 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-61ft.-35ft. CONT. PLATE GIRDER SPANS SK.73 DEG 01ft.07ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5505 0148 XR H Index
79.9491 Latitude
35:25:02.54 Longitude
-97:34:51.93 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 152 RAMP W-N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
NBI Text
18725 Vault Link
http://plansrv1/bridgemaintvault/b18725 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.417372 Longitude DD
-97.581092 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
18193 x
-10862677.4724916 y
4220745.9833423 |